研究者データベース

松本 高志(マツモト タカシ)
工学研究院 土木工学部門 社会基盤マネジメント
教授

基本情報

所属

  • 工学研究院 土木工学部門 社会基盤マネジメント

職名

  • 教授

学位

  • 工学博士(Ph.D. in Civil Engineering)(ミシガン大学(アメリカ合衆国))
  • 工学修士(Master of Science in Engineering (Civil Engineering))(ミシガン大学(アメリカ合衆国))

ホームページURL

J-Global ID

研究分野

  • 社会基盤(土木・建築・防災) / 土木材料、施工、建設マネジメント
  • 社会基盤(土木・建築・防災) / 構造工学、地震工学

職歴

  • 2020年04月 - 現在 北海道大学 大学院工学研究院土木工学部門 教授
  • 2015年12月 - 2020年03月 北海道大学 大学院工学研究院北方圏環境政策工学部門 教授
  • 2010年04月 - 2015年11月 北海道大学 大学院工学研究院北方圏環境政策工学部門 准教授
  • 2007年04月 - 2010年03月 北海道大学 大学院工学研究科環境創生工学専攻 准教授
  • 2007年03月 - 2007年03月 北海道大学 大学院工学研究科環境創生工学専攻 助教授
  • 2003年01月 - 2007年02月 東京大学 大学院工学系研究科社会基盤工学専攻 助教授
  • 1998年05月 - 2003年01月 東京大学 大学院工学系研究科社会基盤工学専攻 講師
  • 1997年10月 - 1998年04月 東京大学 大学院工学系研究科社会基盤工学専攻 助手

学歴

  • 1995年01月 - 1998年04月   ミシガン大学   大学院   土木・環境工学専攻 博士課程
  • 1992年09月 - 1994年12月   ミシガン大学   大学院   土木・環境工学専攻 修士課程
  • 1987年04月 - 1992年03月   東京大学   工学部   土木工学科

所属学協会

  • 日本鋼構造協会   日本コンクリート工学協会   日本材料学会   土木学会   

研究活動情報

論文

  • Pengru Deng, Zhiping Gan, Toshiro Hayashikawa, Takashi Matsumoto
    Engineering Structures 209 110008 - 110008 2020年04月 [査読有り][通常論文]
  • Arslan Qayyum Khan, Pengru Deng, Takashi Matsumoto
    Journal of Advanced Concrete Technology 18 1 1 - 16 2020年01月16日 [査読有り][通常論文]
  • Pengru Deng, Takashi Matsumoto
    Journal of Structural Engineering 146 1 04019186 - 04019186 2020年01月 [査読有り][通常論文]
  • Effects of slab thickness on the fatigue performance of RC slabs: an analytical investigation
    Pengru Deng and Takashi Matsumoto
    16th East Asia-Pacific Conference on Structural Engineering & Construction (EASEC16), Brisbane Convention & Exhibition Centre, Brisbane, Australia, December 3-6, 2019 194 - 194 2019年12月 [査読無し][通常論文]
  • 模擬劣化ひび割れを導入したRC梁の曲げ挙動に関する画像解析
    松本高志・松江晃太・角間恒・西弘明
    第13回複合・合成構造の活用に関するシンポジウム 62 - 69 2019年11月 [査読無し][通常論文]
  • Fatigue evaluation of the strengthening effects of overlaid Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) on a steel orthotropic deck with open ribs
    Pengru Deng and Takashi Matsumoto
    The 12th Pacific Structural Steel Conference (PSSC), Tokyo, Japan, November 9-11, 2019 4 - 5 2019年11月 [査読無し][通常論文]
  • らせん積層CFRP板の曲げ破壊挙動の検討
    松本高志・石澤郁馬・近藤健太
    第65回理論応用力学講演会・第22回土木学会応用力学シンポジウム講演論文集 167 - 168 2019年06月 [査読無し][通常論文]
  • らせん積層CFRP板の曲げ破壊挙動の検討
    松本高志・石澤郁馬・近藤健太
    土木学会論文集A2(応用力学)(応用力学論文集Vol. 22) 75 2 I581 - I588 2019年 [査読有り][通常論文]
  • 第13章 学会支部等の対応
    松本高志
    地震被害調査シリーズNo.2 2018年北海道胆振東部地震被害調査報告書 365 - 372 2019年 [査読無し][通常論文]
  • Pengru Deng, Takashi Matsumoto
    International Journal of Fatigue 112 328 - 340 2018年07月01日 [査読有り][通常論文]
     
    In this paper, fatigue behaviors of RC bridge deck slabs which fail in an unexpected but widely observed punching shear failure mode under cyclic moving loads is analyzed following a fracture mechanics based theoretical method. This method is developed focusing on the propagation and failure along the critical punching shear cracks. From analysis, some key indicators of structural fatigue performances, including the fatigue crack growth of critical punching shear crack, stress evolutions of all materials and sectional forces, moments and crack mouth opening displacements (CMODs) due to all components along the critical punching shear crack cross sections and fatigue life, are obtained. These information are then based on to identify the dominant degradation mechanisms of RC bridge deck slabs subjected to cyclic loads, which provides meaningful and reliable references for the development of an efficient and accurate numerical method.
  • 松本高志, 石澤郁馬, 近藤健太
    応用力学論文集 74 2 l_639 - l_647 2018年 [査読有り][通常論文]
  • Pengru Deng, Takashi Matsumoto
    ENGINEERING FRACTURE MECHANICS 177 61 - 78 2017年05月 [査読有り][通常論文]
     
    An efficient approach of evaluating the weight functions for the generally load applied faces of shear cracked RC beams with varying shear span/beam depth ratios is presented using the corresponding weight functions for the RC beams with two shear span/beam depth ratios. The shear cracked RC beam under applied load can be considered as an oblique edge crack elastic geometry under mixed load conditions if the nonlinear bridging force is evaluated according to a crack bridging model separately. With pure bend load conditions, both Mode I and II weight functions for the oblique edge crack geometries with three shear span/beam depth ratios for different crack length/beam depth ratios are evaluated through applying the Virtual Crack Extension technique with symmetric mesh around the crack-tip into finite element analysis, where all weigh function components exhibit orderly trends with respect to the changing shear span/beam depth. As a result, the weight functions for the shear crack RC beams with the other shear span/beam depth ratios can be calculated following the orderly trends. Since the crack-tip singular behaviors of fracture problems is observed only in the primary crack-face nodal weight functions, to facilitate application, the primary crack-face weight functions are formulated accurately as a function of crack length and distance away from the crack-tip employing the fitting and interpolation methods. (C) 2017 Elsevier Ltd. All rights reserved.
  • Pengru Deng, Takashi Matsumoto
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY 15 2 81 - 93 2017年02月 [査読有り][通常論文]
     
    A method for estimating the rebar force crossing a crack under model I loading in RC beams using the crack mouth opening displacement (CMOD) is proposed based on fracture mechanics accounting for bond slip at rebar-concrete interface. In the method, a CMOD is regarded as a consequence of the combined action of applied loads, rebar bridging forces and the bond slip. The CMOD due to these three contributors are estimated through an integral transformation based on fracture mechanics and a bond slip model. Since the CMOD due to bond slip is included, the tension stiffness effect is considered implicitly. Theoretically, the rebar force is estimated through the proposed method and the inverse analysis of COD profile using the same noisy synthetic COD profile. The smaller error of the proposed method in most cases demonstrates its reliability. The proposed method is further investigated through estimating the rebar force of an RC beam subjected to four-point bending load in laboratory, where acceptable accuracy is achieved. Conclusively, as the proposed method is dedicated to rebar force estimation of an RC member using CMOD, it provides a potential NDT&E approach for existing structures where the COD profile cannot be measured.
  • Ko Kakum, Hiroaki Nishi, Takashi Matsumoto, Takashi Imai
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 977 - 984 2017年 [査読有り][通常論文]
     
    This study conducted two tests on UHPFRC containing reinforcing bars (R-UHPFRC): a pullout test of reinforcing bars embedded in UHPFRC, and a flexural test. Both tests used deformed bars and round bars, and the pullout and flexural behaviors are discussed, with a focus on the differences associated with the type of reinforcing bar used. Furthermore, the influence of bond characteristics on the flexure of R-UHPFRC was examined by parametric analysis. The results showed that bond-slip behavior between the reinforcing bar and the UHPFRC is influenced by the reinforcing bar type and that the influence of bond characteristics appeared in the post-peak behavior of R-UHPFRC under flexure. (C) 2017 The Authors. Published by Elsevier Ltd.
  • Momoka Nasu, Takashi Matsumoto
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 882 - 889 2017年 [査読有り][通常論文]
     
    Carbon Fiber Reinforced Polymer, CFRP, is a promising material for application to bridge girders. However, as CFRP beams show nonlinear behaviors, be it in normal and shear strain directions, it is necessary to develop a method to obtain the deflection of CFRP beams by considering both the bending and shear deflection component. This study aims to verify the effectiveness of section partition method to reproduce the behaviors of CFRP beams that have been tested in an earlier experiment. The beams studied are box beams, composed of carbon fiber and epoxy resin. (C) 2017 The Authors. Published by Elsevier Ltd.
  • Takayuki Hosome, Shoichi Zaike, Takashi Matsumoto
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 1325 - 1331 2017年 [査読有り][通常論文]
     
    The purpose of this study is to investigate if the brittle behavior of CFRP can be mitigated. A way to achieve the purpose is to follow a biological structure, so-called biomimetics. In this study, mantis shrimp is selected. The characteristic structure of its forefoot is that chitin fibers are stacked while changing spirally their angles. Three point bending tests were carried out, and load and displacement were recorded. During the tests, the specimens were observed until fracture with a video camera. Finally, bending characteristics of helicoidally laminated CFRP specimens were evaluated through comparison. It was found that the brittle behavior of CFRP could be mitigated by a helicoidally laminated structure. (C) 2017 Published by Elsevier Ltd.
  • Kazusa Morikaw, Hanae Yahiro, Takashi Matsumoto
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 1301 - 1307 2017年 [査読有り][通常論文]
     
    Fiber reinforced material is a composite material which is matrix, such as resin, reinforced with fibers. It has light weight, high specific strength and stiffness. Although it is strong, some of these materials show a brittle fracture, e.g. FRP. The purpose of this study is to observe the damage processes by making a transparent specimens that has a helicoidally laminated structure and to consider whether the mitigation of brittle fracture is possible or not. As a result, a helicoidally laminated specimen exhibited a load-displacement relation with mitigated brittleness, and it showed a rather curved crack surface between wires, while a cross ply specimen showed a brittle relation with a crack surface straight through wires. (C) 2017 Published by Elsevier Ltd.
  • Kenta Kondo, Takashi Matsumoto
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 1287 - 1293 2017年 [査読有り][通常論文]
     
    CFRP has attracted attention as a material with lightweight, high strength and durability. Meanwhile, application of biomimetics is also receiving attention in recent years. In this study, a mantis shrimp crab is focused on. It has quite firm tissue forming spiral laminated fibers. With such backgrounds, we produced spiral-laminated CFRP specimens. This paper describes the production processes and the results of bending tests. The purpose is to consider the influence to the material properties by the fabrication accuracy. As a result, the thinner a specimen is, the higher the maximum stress becomes. It was concluded that thinner thickness means stronger bonding between carbon fibers. (C) 2017 Published by Elsevier Ltd.
  • Tomohiro Yokoyama, Takashi Matsumoto
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 1256 - 1262 2017年 [査読有り][通常論文]
     
    Carbon Fiber Reinforced Polymer, CFRP, is a promising material for the application to bridge girders. Since it is anisotropic and brittle, it is not easy to grasp its damage and fracture processes experimentally. In such a case, image analysis is able to capture characteristic strain distributions before fracture. In previous studies, CFRP box beams were tested under 4-point bending loading, and image analysis was conducted. However, because the image analysis was limited to 2D in-plane deformations, it was not able to capture 3D deformations. This study aims at developing stereo image analysis for measuring small deformation such as out-of-plane deformation. (C) 2017 The Authors. Published
  • Suguru Yokoyama, Takashi Matsumoto
    3RD INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS - SUSTAINABLE STRUCTURES FOR FUTURE GENERATIONS 171 1250 - 1255 2017年 [査読有り][通常論文]
     
    This study is to develop a detector that automatically detects cracks from the photographs of concrete structures, using convolution neural network which is a kind of deep learning. Firstly, photographs of concrete were collected for the learning data. Secondly, pictures of cracked part, chalk letter part, joint part, surface part and others part were produced from these photographs for the dataset. Thirdly, classifier to classify into these 5 class from pictures was created using the dataset and convolution neural network. Finally, the automatic detector was produced using this classifier. (C) 2017 The Authors. Published by Elsevier Ltd.
  • Deep Learningによるコンクリートの変状自動検出器の開発とWebシステムの実装
    横山傑, 松本高志
    土木学会論文集A2(応用力学) 応用力学論文集Vol. 20(特集) 20 I_781 - I_789 2017年 [査読無し][通常論文]
  • Muhammad Safdar, Takashi Matsumoto, Ko Kakuma
    COMPOSITE STRUCTURES 157 448 - 460 2016年12月 [査読有り][通常論文]
     
    Over the past few decades, premature deterioration of reinforced concrete structures exposed to severe environmental actions and mechanical loading has become a serious problem. Previous studies have shown that the use of ultra-high performance fiber reinforced concrete (UHPFRC) improves the structural response and extends the durability of concrete structures. In this study, the flexural behavior of reinforced concrete beams retrofitted with UHPFRC is investigated and experimental results are compared with 3-D finite element analysis. The experiments were performed on reinforced concrete beams repaired in tension and compression zone, with UHPFRC of varying thicknesses. The flexural strength of repaired beams was investigated by four-point bending test and compared with that of reference beam without repair. Experimental and analytical results indicate that the ultimate flexural strength of RC beams repaired with UHPFRC in tension and compression zone is increased, with the increase of UHPFRC thickness. Thereafter, a parametric study was carried out by using MSC/Marc simulation to investigate the influence of tensile properties of UHPFRC and yield strength of tension steel on the flexural capacity of repaired beams. The investigation shows that the UHPFRC improves stiffness and delay the formation of localized cracks, thus, improving the resistance and durability of repaired beams. (C) 2016 Elsevier Ltd. All rights reserved.
  • Ahmed Attia M. Drar, Takashi Matsumoto
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY 14 1 21 - 34 2016年01月 [査読有り][通常論文]
     
    There is an increasing demand from researchers and engineers to know the fatigue behaviors of RC bridge slabs under a moving load. Therefore, many numerical and experimental studies have been conducted to predict the fatigue life of these slabs. Most of these studies focused on the modeling of fatigue behaviors of RC slabs reinforced with deformed bars. However, many RC slabs in use today are reinforced with plain bars, and they are suffering from fatigue damages. A numerical method based on the bridging stress degradation concept is presented in this study to simulate the fatigue behaviors of RC slabs reinforced with plain bars under a moving load. The bond-slip effect between a reinforcing bar and its surrounding concrete is taken into consideration by adding equivalent bond strain to plain bar strain. The numerical model is verified using previous experimental data. This model is also able to capture the cracking pattern, change in displacement and rebar strain. The numerical results provide a good agreement with the experimental ones.
  • Md. Robiul Awall, Toshiro Hayashikawa, Xingwen He, Takashi Matsumoto
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES 13 2 275 - 290 2013年06月 [査読有り][通常論文]
     
    The torsional stiffness of curved twin I-girder bridges is very low, which may lead to a vulnerability to eccentric dynamic loads. This study is intended to investigate the improvement effect of bottom lateral bracings on dynamic performance of curved twin I-girder bridges under running vehicles, using a developed numerical approach. In this approach, to conduct the running vehicle-bridge interaction analysis, finite element method is used to create the detailed models of both the curved bridge and the running vehicle. Parametric studies are carried out using these numerical models to investigate the effect of bottom lateral bracings on the dynamic performance of the curved bridge under running vehicles. The numerical results indicate that the proposed bottom lateral bracing systems can increase the torsional stiffness of the bridge, whose increasing rate depends on the type of bracing configuration. The bottom lateral bracings can also distribute dynamic loads smoothly between the two main girders, which leads to a more stable structure.
  • Md. Robiul Awall, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He
    EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION 11 2 149 - 162 2012年03月 [査読有り][通常論文]
     
    Curved twin I-girder bridges (CTIGBs) have low torsional stiffness that makes them vulnerable to dynamic loads. This study investigates the effects of bottom bracings on the torsional dynamic characteristics of CTIGBs. Five types of bottom bracings are designed to investigate their effects on the dynamic characteristics of CTIGBs with different curvatures under free and forced vibrations. To perform numerical investigations, three-dimensional (3-D) finite element (FE) bridge and vehicle models are established using commercial ANSYS code, and then a vehicle-bridge interaction analysis approach is proposed. Road roughness profiles generated from power spectral density and cross spectral functions are also taken into account in the analyses. The numerical results show that torsional frequencies increase significantly after providing bottom bracings, and the increasing rate depends on the type of bottom bracings and their locations of installation. Bottom bracings can act as load transmitting members from one main girder to the others. Large negative bearing forces that have occurred in bridges with small radii of curvatures can be remarkably reduced by providing bottom bracing systems. It is found that the performances of several bottom bracing systems are effective in improving the torsional dynamic characteristics of the bridges in this study.
  • Si Soon Beng, Takashi Matsumoto
    STRUCTURE AND INFRASTRUCTURE ENGINEERING 8 3 251 - 268 2012年 [査読有り][通常論文]
     
    A sustainable civil infrastructure is a prerequisite for achieving sustainability in infrastructure development. However, the finite lifetime of infrastructure indicates a latent mass-maintenance problem in some countries which had experienced mass-construction of infrastructure during high economic growth. To achieve optimal infrastructure management for overcoming this mass-maintenance problem, life prediction of infrastructure is indispensable. Hence, in this research, bridge life assessment from actual bridge survival data from the United States and Japan was carried out by using the method of survival analysis, a method commonly applied in the field of epidemiology for the analysis of lifetime. The results estimated average bridge life at 93.5 years and a bridge replacement projection model was successfully derived. The bridge replacement projection model can be applied as an approximation for other countries where the same design specifications are followed. By carrying out stratifications of bridge cohorts in the United States, evaluations of bridge performance with respect to structure length; traffic volume and truck traffic volume were also executed.
  • I. M. Nazmul, T. Matsumoto
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 49 1 191 - 196 2012年01月 [査読有り][通常論文]
     
    A new mathematical procedure has been proposed for the determination of crack bridging stresses from perturbed crack opening displacements (COD) in fiber composites. The problem is an ill-posed inverse problem and the proposed procedure exploited concepts from functional analysis and the theory of inverse problems. The transformation from crack bridging stress into COD has been linearized, where the continuous crack bridging stresses functions of infinite dimensional vector spaces were approximated into finite dimensional subspaces. The coordinate representation of functions and the matrix of the transformation facilitated a numerical solution to the inverse problem. Self consistent direct and inverse problems were solved numerically in context to an example. Results establish that the proposed mathematical procedure produces fairly accurate results for engineering application. (C) 2011 Elsevier Ltd. All rights reserved.
  • Hiroki Sakuraba, Takashi Matsumoto, Toshiro Hayashikawa
    PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12) 14 1845 - 1854 2011年 [査読有り][通常論文]
     
    The objective of this study is to examine the strength and deformation characteristics of CFRP box beams with different laminates. Four CFRP box beams were fabricated with different laminate structures, and they were tested under four point bending. Their laminates consist of 25 laminas with different lamina proportion in longitudinal, transverse and diagonal direction. Displacements and strains were measured and those are compared to theoretically estimated results. Strength is enhanced with a proper lamina proportion in longitudinal and diagonal direction. Three failure modes with different laminate structures are observed: (1) vertical cracking of web in specimens consisting of longitudinal and transverse laminas, (2) delamination of web in specimens including diagonal laminas, (3) combination between vertical cracking and delamination of web in a specimen composed of all lamina directions. Shear deformation of the beams significantly contributes to their whole displacements. In order to increase flexural stiffness, using diagonal laminas are effective. Also, theoretically estimated displacements and strains based on classical lamination theory and Timoshenko's beam theory agree well with the experimental results.
  • Md. Robiul Awall, Toshiro Hayashikawa, Takashi Matsumoto, Xingwen He
    PROCEEDINGS OF THE 8TH INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, EURODYN 2011 1517 - 1524 2011年 [査読有り][通常論文]
     
    Horizontally curved bridges have become an important structure in modern highway systems as a viable option at complicated interchanges or river crossing of congested urban areas. Behavior of horizontally curved I-girder bridges are complex and its interaction analysis is difficult. Therefore, it is vital to improve the bridge-vehicle interaction dynamics and take into account for the dynamic amplifications in responses. In this study, extended three-dimensional finite element interaction analyses were conducted parametrically. The bridge is modeled in detailed with solid and shell elements for concrete deck and steel members, respectively. Vehicle is simulated as a three-dimensional nonlinear model consisting of several lumped masses connected by rigid beams and supported by spring dampers. Gap and actuator elements are incorporated into the tire models to simulate the separation between the tires and road surface, and road surface roughness, respectively. Road roughness profiles are generated from power spectral density and cross spectral functions. To couple the motion of the bridge and vehicle, Lagrange multipliers and constraint equations are utilized through the augmented Lagrangian method. By using these models, dynamic interaction analyses are carried out parametrically to analyze their impact characteristics for the practical design and further impact studies of curved I-girder bridges. It found that curvatures are greatly effect on free and force vibration responses of the studied bridge. Larger negative bearing force is generated in small curvature bridge, which will be unsafe for this type of bridge. Also it is evident that dynamic amplification varies with different parameters. The analytical results are significant and give some useful information regarding the impact factor of the studied bridge which could be much helpful for practical designer.
  • Takashi Matsumoto, Kavalin Wangsiripaisal, Toshiro Hayashikawa, Xingwen He
    INTERNATIONAL JOURNAL OF FATIGUE 32 11 1812 - 1822 2010年11月 [査読有り][通常論文]
     
    This study aims to clarify experimentally the uniaxial tension-compression fatigue behavior and fiber bridging stress degradation of strain hardening fiber reinforced cementitious composites. During fatigue cyclic loading, tensile bridging stress corresponding to the preset maximum tensile strain was recorded with the number of cycles in order to observe the degradation of the tensile bridging stress. Major bridging stress degradation was observed before reaching 1000 cycles, and microscopic observation of the failure surface confirmed severe fiber damages. Fitting curves of bridging stress degradation are proposed with the idea of Weibull distribution. The preliminary results of the current study with a limited number of specimens are compared with those of a uniaxial tensile fatigue study, and the differences of bridging stress degradations are discussed. (C) 2010 Elsevier Ltd. All rights reserved.
  • Bishnu Prasad Gautam, Takashi Matsumoto
    JOURNAL OF COMPOSITES FOR CONSTRUCTION 14 3 336 - 345 2010年05月 [査読有り][通常論文]
     
    This paper highlights the failure mechanism of beams composed of carbon fiber-reinforced polymer (CFRP) box with and without infill concrete, and subjected to four point bending and axial load. In an experimental study performed with 20 small scale beams from five types of CFRP laminates, the beams failed near a loading plate. This study employs finite-element analysis to investigate the failure mechanism. Concrete is modeled as an isotropic material capable of cracking in tension and crushing in compression. CFRP is modeled as an orthotropic material with linear constitutive relation, and Tsai-Wu failure criterion is employed for CFRP. The analysis reproduces the observed beam failure. Local bending of top flange governs the failure of empty beams. CFRP failure near loading plate governs the failure of filled beams. Failure of CFRP occurs with more than 60% contribution by longitudinal compressive stress and the rest by in-plane shear stress. The contribution of the longitudinal compression increases with an increase in axial load. Moreover, the beams with more fibers in the transverse direction fail by longitudinal compression.
  • 短繊維補強複合材料の単調及び繰返し載荷下ひび割れ架橋則における繊維-母材間界面付着劣化の影響
    松本高志
    応用力学論文集 13 937 - 944 2010年 [査読有り][通常論文]
  • Thiti Mahaboonpachai, Takashi Matsumoto, Yohei Inaba
    INTERNATIONAL JOURNAL OF ADHESION AND ADHESIVES 30 1 1 - 9 2010年01月 [査読有り][通常論文]
     
    This paper aims to investigate interfacial fracture toughness between concrete and polymer-cement mortar (PCM) in ail external wall tile structure under various shear to tensile stress ratio by using interface elements in a finite element method (FEM). A constitutive material model of interface elements was developed. and its corresponding values that have a relation to the interfacial fracture toughness were calibrated with three four-point bending set-tips and one high shear test Then, the developed interface element was verified by applying to analyze the failure of tiles in the tiled column compression test. Willi this method, the interfacial fracture toughness of the Current Interface was successfully obtained for the whole range of the shear to tensile stress ratio. Finally, the result is further discussed with the other interfaces, consisting of cementitious materials (C) 2009 Elsevier Ltd. All rights reserved
  • Bishnu Prasad Gautam, Takashi Matsumoto
    COMPOSITE STRUCTURES 89 1 20 - 27 2009年06月 [査読有り][通常論文]
     
    A beam Structure composed of CFRP box with infill concrete is studied for an application under transverse and axial loads. This paper highlights the shear deformation of box beams under empty condition and concrete-filled condition by Simulating the beams tested in an experiment with finite element method. Firstly, empty CFRP box beam is studied. Shear deformation contributes with about 60% of total beam deflection. Furthermore, different analyses with perfect bond assumption and slip assumption are performed to investigate concrete-CFRP interface interaction in a filled beam. From these analyses, slip between Concrete and CFRP is evident in the experiment. Consequently, the shear deformation of CFRP becomes very high and the stiffness of the beam is not improved even with concrete infill. Effect of axial load on friction mobilization and P-delta effect are also discussed in relation to the deformation behaviour of concrete-filled beams. (C) 2008 Elsevier Ltd. All rights reserved.
  • I. M. Nazmul, T. Matsumoto
    JOURNAL OF ENGINEERING MECHANICS-ASCE 134 10 811 - 819 2008年10月 [査読有り][通常論文]
     
    Reinforced concrete beams with flexural cracks are simulated by the bridged crack model. The weight function method of determining stress intensity factors has been followed to derive a transformation between the crack bridging force (the rebar force) and the crack opening displacements (CODs). The matrix of the transformation is then approximated by its finite difference equivalent within finite dimensional vector spaces. Direct problem of the transformation solves for CODs, which require a known rebar force. Alternatively, the inverse problem works out the rebar force from known CODs. However, the inverse transformations of such convolution type integral equations become ill-posed if input CODs are perturbed. The Tikhonov regularization method is followed in its numerical form to regularize the linear ill-posed inverse problem. Restoration of mathematical stability and consistency are demonstrated by specific examples, where the results of the direct and the corresponding inverse problem are cross checked. Results of the direct problem (i.e., the analytical CODs) are deliberately perturbed by adding machine generated random numbers of a certain width. The inverse problems are solved with these CODs to simulate practical situations, where measured CODs data will inevitably be noisy. Computations reveal that the inverse analysis of CODs satisfactorily determines the rebar force without cross-section information.
  • Thiti Mahaboonpachai, Yusuke Kuromiya, Takashi Matsumoto
    CONSTRUCTION AND BUILDING MATERIALS 22 9 2001 - 2006 2008年09月 [査読有り][通常論文]
     
    This paper aims to present an experimental method for investigating an adhesion failure of the interface between concrete and adhesive mortar in an external wall tile structure under a thermal load. The laboratory-scaled heating experiment was designed in order to represent the external wall tile structure that is subjected to solar radiation. The presented experiment successfully reproduces the interfacial delamination under the thermal load, and quantitatively gives a result in terms of the relationship between the maximum temperature supplied on tile surface and the length of interfacial delamination. Based on this experiment, together with commonly observed tile surface temperatures in the reality, the long-term durability of tile interface is discussed. (C) 2007 Elsevier Ltd. All rights reserved.
  • 松本高志
    応用力学論文集 11 891 - 902 2008年 [査読有り][通常論文]
  • I. M. Nazmul, T. Matsumoto
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 45 1 159 - 174 2008年01月 [査読有り][通常論文]
     
    Direct and inverse problems of a fracture mechanics based RC beam model are solved. Solution of the direct problem that maps crack bridging stresses into crack opening displacements (COD) is straightforward, but the inverse problem is ill-posed, and better solved by the theory of inverse problems. This paper exploits the Tikhonov regularization method to solve the inverse problem, and estimates the force and location of rebar in buried concrete from CODs. Bending tests are carried out on model RC beams in the laboratory to demonstrate the applicability of the method. During the tests, a microscopic camera snaps high resolution digital pictures of cracked concrete surface. The images are analyzed by a software to measure surface CODs that are input into the inverse problem. The practical CODs inevitably include noise due to experimental error, which makes the inverse problem ill-posed, and necessitates regularization. In the current inverse analysis by the Tikhonov regularization method, bridging stress profiles, i.e. variation of the crack bridging stress along the crack length, has been figured out. Results are compared with those from other theoretical methods of analysis as well as with the readings from strain gauges. The method is a suitable non-destructive means for existing structures in cases where the section information is inadequate, or damages/repairs have altered the designed cross-section. (C) 2007 Elsevier Ltd. All rights reserved.
  • Thiti Mahaboonpachai, Takashi Matsumoto
    PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON STRUCTURE HEALTH MONITORING & INTELLIGENT INFRASTRUCTURE: STRUCTURAL HEALTH MONITORING & INTELLIGENT INFRASTRUCTURE 2007年 [査読有り][通常論文]
     
    External wall tile, widely used as an exterior facade of buildings, is one of the building components that are considered to be future expenses in building life cycle cost analysis. The external wall tiles that fall from the buildings, increase the future expenses of the life cycle cost due to their replacement works. Moreover, it is a danger for pedestrians and properties around that area. This paper aims to study the interfacial crack propagation mechanism of the interface between concrete and polymer-cement mortar in the external wall tile structure due to a thermal monotonic load. The interface element in FEM was developed for thermal-mechanical analysis in order to investigate the thermal stress at the interface. The FE analysis result was quantitatively compared with the one obtained from the heating experiment that was designed in order to represent the most severe condition of the external wall tile structure in this study. The verified result of FE analysis implies that the thermal load is one of the main causes of the external wall tile delamination. This present study is useful to study thermal fatigue life of the interface in order to predict the life of the external wall tile structure in future. Moreover, the developed interface element can be applied to study other problems such as a road pavement structure that also has two material layers and is subjected to the thermal load.
  • 松本 高志
    応用力学論文集 10 923 - 933 2007年 [査読有り][通常論文]
  • P Suthiwarapirak, T Matsumoto
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE 132 6 939 - 948 2006年06月 [査読有り][通常論文]
     
    Fatigue of reinforced concrete (RC) bridge slabs is analyzed based on crack bridging degradation concept. RC slabs are typically subjected to a large number of load repetitions due to traffic, and their failure processes are characterized by progressive concrete cracking. This study applies the recently developed fatigue analysis method based on crack bridging degradation to slab problems. The bridging stress degradation of concrete cracks is introduced as a primary mechanism for the propagations of cracks that induce failure. A three-dimensional finite element method, which consists of smeared crack elements for concrete and rod element as reinforcing bars, is proposed. The fatigue life and its failure patterns are focused on. The analysis of RC slabs under different loading conditions demonstrates that the slab under moving load exhibits shorter fatigue life and more severe damage than that under fixed pulsating load. The extension of fatigue life due to underlay and overlay repairs is evaluated numerically. All repaired slabs exhibit a large extension of fatigue life and a reduction of midspan deflection when compared with the original slab.
  • P Suthiwarapirak, T Matsumoto, T Kanda
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING 16 5 433 - 443 2004年09月 [査読有り][通常論文]
     
    The flexural fatigue characteristics of two different shotcreted engineered cementitious composites (ECCs) containing poly-vinyl alcohol (PVA) and polyethylene (PE) fibers respectively were tested under four-point bending. The failure mechanisms and characteristics were investigated in comparison with a shotcreted steel fiber reinforced cement. The results showed that both ECCs exhibited a unique fatigue stress-life relationship that is represented by a bilinear function on a semilogarithmic scale. The failure mechanism of ECCs involved the development of multiple cracks, and the number of cracks was higher when the fatigue stress level was higher. The difference in crack opening displacement results from their different fiber bridging characteristics. PVA fibers tended to break under fatigue, while PE fibers tended to pullout. Although PE-ECC provided more cracks at the same fatigue stress, level, PVA-ECC showed larger deformation than PE-ECC because each crack width of PE-ECC was smaller than that of PVA-ECC. The deformation is shown to be governed by the number of cracks as well as the crack width, where the fiber bridging characteristics are related to either fiber rupture or fiber pullout.
  • JCI-DFRCC Committee
    Journal of Advanced Concrete Technology 1 3 335 - 340 2003年 [査読有り][通常論文]
  • Takashi Matsumoto, Peerapong Suthiwarapirak, Tetsushi Kanda
    Journal of Advanced Concrete Technology 1 3 299 - 306 2003年 [査読有り][通常論文]
  • イスラム モハマド ナズムル, 松本高志
    応用力学論文集 6 1097 - 1104 2003年 [査読有り][通常論文]
  • スティワラピラク ピーラポン, 松本高志
    応用力学論文集 6 1179 - 1188 2003年 [査読有り][通常論文]
  • スティワラピラク ピーラポン, 松本高志, 閑田徹志
    土木学会論文集 718/V-57 121 - 134 土木学会 2002年 [査読有り][通常論文]
  • T Matsumoto, VC Li
    CEMENT & CONCRETE COMPOSITES 21 4 249 - 261 1999年08月 [査読有り][通常論文]
     
    Fatigue life of fiber reinforced concrete (FRC) is theoretically analyzed with a fracture mechanics based model. The model accounts for the effect of cycle-dependent crack bridging properties in FRCs and predicts the number of cycles to failure defined by final fracture subsequent to stable fatigue crack growth in Mode I. The resulting theoretical S-N diagram was compared with experimental data reported in literature. The general agreement supports the validity of the current model, and reveals that cycle-dependent degradation of crack bridging controls fatigue life of FRCs. S-N diagrams are essential for material evaluation and structural design, and the model establishes the link between material structure and S-N diagram in an explicit manner, while the conventional stress-life approach realizes the link in an empirical manner. (C) 1999 Elsevier Science Ltd. All rights reserved.
  • VC Li, Z Lin, T Matsumoto
    INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES 35 31-32 4223 - 4238 1998年11月 [査読有り][通常論文]
     
    The size-effect of structural element has been experimentally determined in concrete members under various load types. The importance of size-effect on safe structural design has been well recognized. Theoretical models explaining and predicting size-effect based on fracture mechanics of brittle and quasi-brittle materials have made significant advances in the last decade. Structural size-effect can be reduced by modifying the crack bridging behavior of concrete. An effective means of controlling the crack bridging law is by fiber reinforcement. Since the bridging law is fundamentally governed by fiber and interface properties, proper materials engineering can lead to effective means of reducing structural size-effect. This paper studies analytically the effectiveness of fiber bridging on the FRC beam structural size effect, by means of a flexural model which takes into account matrix crack extension and fiber bridging. The flexural strength (MOR) is shown to decrease with beam height following Bazant's Size-Effect Law for ordinary concrete. When fiber bridging is introduced, the MOR is shown to be much less dependent on matrix properties. Instead fiber and interface parameters dominate the MOR of the FRC beam. At the same time, beam height-size-effect on MOR is shown to diminish within the practical range of real structural sizes. The relationships between structural strength MOR, the composite sigma-delta bridging relation, the material characteristics length, and the constituent fiber, matrix and interface properties are clarified. A generic size-effect law for FRC beams is obtained. Other related issues such as size-effects on R-curve behavior, critical crack length at MOR, etc., are also studied. (C) 1998 Elsevier Science Ltd. All rights reserved.
  • VC Li, T Matsumoto
    CEMENT & CONCRETE COMPOSITES 20 5 339 - 351 1998年10月 [査読有り][通常論文]
     
    This paper presents an analytic model for fatigue crack life prediction in fiber reinforced concrete (FRC). The model elucidates fatigue crack growth in cementitious matrix material under the influence of external cyclic load and fiber and aggregate bridging If is shown that fiber-matrix interface damage must be accounted for in order to properly simulate the three experimentally observed stages of matrix crack growth, involving a decelerated stage, a steady state stage, and an accelerated stage towards final fracture failure. This model, which explicitly accounts for the positive role of fibers on fatigue life, predicts the existence of the well-known fatigue limit load in standard S-N curve tests of FRCs. The basic framework of this analysis can be used to address fatigue life of FRC structures subjected to high cycle fatigue loading, as well as providing a basis for material design of fatigue resistant FRC at the microstructure level. (C) 1998 Elsevier Science Ltd All rights reserved.
  • HC WU, T MATSUMOTO, VC LI
    JOURNAL OF MATERIALS SCIENCE LETTERS 13 24 1800 - 1803 1994年12月 [査読有り][通常論文]

書籍

  • 橋梁マネジメント-技術・経済・政策・現場の統合-
    技報堂出版 2009年

講演・口頭発表等

  • 直交積層CFRP長方形板の曲げ変形挙動の画像解析
    遠藤祐希, 鄧朋儒, 松本高志
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • 限定的にらせん積層を用いたCFRPの曲げ変形・耐荷挙動に関する研究
    浜山千佳, 鄧朋儒, 松本高志
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • DCGANにより生成された教師画像によるコンクリート表面変状の自動検出モデルの精度検討
    町優貴, 鄧朋儒, 松本高志
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • RC床版の実測形状表面における排水シミュレーション
    安田優子, 松本高志
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • 4点曲げ載荷実験と逆解析によるUHPFRCの引張特性の検討
    桑垣潤也, 松本高志, 鄧朋儒
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • Finite element analysis on the stress reduction effects of UHPFRC overlaid steel bridge deck
    Hongji Mi, Pengru Deng, Hiroshi Mitamura, Takashi Matsumoto
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • Development of a numerical method for capturing the deformation behaviors of real bridge RC slabs
    Arslan Qayyum Khan, Pengru Deng, Takashi Matsumoto
    土木学会北海道支部論文報告集 2020年01月 口頭発表(一般)
  • Fatigue analysis of an RC bridge slab subjected to a stepwise loading sequence using the bridging stress degradation concept  [通常講演]
    Arslan Qayyum Khan, Pengru Deng, Takashi Matsumoto
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • 移動荷重下の模擬劣化RC 床版の変形挙動に関する画像解析  [通常講演]
    永井崇雅, 松江晃太, 松本高志, 角間恒, 西弘明
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • River Bridges with Natural Banks: A Case Study of Twenty-One River Bridges in Papua New Guinea  [通常講演]
    Gibson Ali Holemba, Takashi Matsumoto
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • 画像解析を用いた水平模擬ひび割れを有するRC 梁の曲げ挙動に関する検討  [通常講演]
    松江晃太, 角間恒, 松本高志, 西弘明
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • 機械学習によるコンクリート表面変状の自動検出モデルの改善  [通常講演]
    岸下達哉・松本高志 2019年01月 口頭発表(一般)
  • 共分散を用いたコンクリート表面色変化の検出  [通常講演]
    登坂直紀, 松本高志
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • 構造性能評価における解析入力値の影響の基礎的検討  [通常講演]
    安井基哲, Pengru Deng, 松本高志
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • らせん積層CFRP 平板の点および面載荷時曲げ挙動  [通常講演]
    石澤郁馬, 松本高志, 近藤健太
    土木学会北海道支部論文報告集 2019年01月 口頭発表(一般)
  • Measurement of RC slab surface shape and investigation of local water stagnation  [通常講演]
    Yuko Yasuda, Ko Kakuma, Yoshitaka Shiroto, Takashi Matsumoto
    MATEC Web of Conferences 2019年01月 口頭発表(一般)
  • Image analysis on the flexural behaviors of RC beams with artificial damage and the effects of repair  [通常講演]
    Kota Matsue, Takashi Matsumoto, Ko Kakuma, Hiroaki Nishi
    MATEC Web of Conferences 2019年01月 口頭発表(一般)
  • The experiment of four-point bending behaviours of helicoidally laminated CFRPs  [通常講演]
    Ikuma Ishizawa, Takashi Matsumoto, Kenta Kondo
    MATEC Web of Conferences 2019年01月 口頭発表(一般)
  • Flood-induced Bridge Failures in Papua New Guinea  [通常講演]
    Gibson Ali Holemba, Takashi Matsumoto
    MATEC Web of Conferences 2019年01月 口頭発表(一般)
  • 寒冷地の床版上面滞水が床版劣化に及ぼす影響  [通常講演]
    山崎敏宏, 久保圭吾, 白戸義孝, 角間恒, 松本高志
    土木学会年次学術講演会講演概要集 2018年08月 口頭発表(一般)
  • Fracture Mechanics Based Fatigue Analysis of RC Bridge Slabs Failed in a Punching Shear Mode under Cyclic Moving Load  [通常講演]
    Pengru Deng, Takashi Matsumoto
    土木学会年次学術講演会講演概要集 2018年08月 口頭発表(一般)
  • Flood damaged bridges in Papua New Guinea  [通常講演]
    Gibson Ali Holemba, Takashi Matsumoto
    土木学会年次学術講演会講演概要集 2018年08月 口頭発表(一般)
  • Description & material factor of FRP in the Standard Specification for Hybrid Structures 2014 by JSCE  [通常講演]
    Itaru Nishizaki, Hitoshi Nakamura, Yasuo Kitane, Takashi Matsumoto, Kunitaro Hashimoto, Akira Kobayashi
    9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2018), Paris-Est University in Marne-la-Vallée, Paris, 2018年07月 口頭発表(一般)
  • Fiber model analysis on the flexural behaviors of CFRP box beams  [通常講演]
    Takashi Matsumoto, Momoka Nasu
    9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering (CICE 2018), Paris-Est University in Marne-la-Vallée, Paris, France, July 17-19. 2018 2018年07月 口頭発表(一般)
  • CFRP のらせん積層化による曲げ挙動と破壊形態の検討  [通常講演]
    松本高志, 石澤郁馬, 近藤健太
    第21回応用力学シンポジウム講演概要集 2018年05月 口頭発表(一般)
  • 鋼道路橋の維持管理に関する研究開発  [招待講演]
    松本 高志
    北海道土木技術会建設マネジメント研究委員会インフラメンテナンス小委員会講演会 2018年03月 口頭発表(招待・特別)
  • 橋梁  [通常講演]
    松本 高志
    戦略的イノベーション創造プログラム北海道インフラマネジメント公開講座 2018年02月 公開講演,セミナー,チュートリアル,講習,講義等
  • 模擬劣化RC梁の曲げ挙動と補修の効果に関する画像解析  [通常講演]
    松江晃太, 角間恒, 松本高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • らせん積層CFRPの4点曲げ挙動に関する実験  [通常講演]
    石澤郁馬, 近藤健太, 松本高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • 環境温湿度変化とコンクリート表面色の関係に関する基礎的研究  [通常講演]
    小林優, 松本高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • 層状ひび割れのあるコンクリートの力学的特性について  [通常講演]
    松田有加, 角間恒, 松本高志, 西弘明
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • RC床版で発生する部分滞水現象の調査  [通常講演]
    安田優子, 角間恒, 白戸義孝, 松本高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • 北海道における道路橋RC床版の土砂化発生傾向の整理  [通常講演]
    角間恒, 白戸義孝, 西弘明, 松田有加, 松本高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • 構造系科目における「アクティブラーニング」実施に関する試み  [通常講演]
    小幡卓司, 松尾優子, 小室雅人, 宮森保紀, 佐藤太裕, 平沢秀之, 齊藤剛彦, 三上修一, 渡辺力, 栗橋祐介, 松本高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • Deep Learning による航空画像からの雪崩自動検出器の開発  [通常講演]
    横山 傑, 伊藤 陽一, 松本 高志
    土木学会北海道支部論文報告集 2018年01月 口頭発表(一般)
  • 機械学習を用いたコンクリート構造物表面変状の自動検出器の開発  [招待講演]
    松本 高志, 横山 傑
    第22回関西大学先端科学技術シンポジウム講演集 2018年01月 口頭発表(招待・特別)
  • コンクリート系床版の凍害の影響に関する実験的研究  [通常講演]
    酒井武志, 久保圭吾, 白戸義孝, 角間恒, 松本高志
    第10回道路橋床版シンポジウム論文報告集 2018年 口頭発表(一般)
  • Development of an effective numerical model for fatigue analysis of RC  [通常講演]
    Arslan Qayyum Khan, Pengru Deng, Takashi Matsumoto
    第10回道路橋床版シンポジウム論文報告集 2018年 口頭発表(一般)
  • Life prediction of RC bridge deck slabs in a punching shear failure mode  [通常講演]
    Pengru Deng, Takashi Matsumoto
    第10回道路橋床版シンポジウム論文報告集 2018年 口頭発表(一般)
  • らせん積層CFRPの曲げ挙動と破壊形態  [通常講演]
    松本高志, 細目貴之, 石澤郁馬, 近藤健太
    第12回複合・合成構造の活用に関するシンポジウム講演集 2017年11月 口頭発表(一般)
  • Image analysis on the bending tests of RC beams with repaired artificial damages  [通常講演]
    Kota Matsue, Takashi Matsumoto
    6th International Doctoral Symposium 2017年11月 ポスター発表
  • Flood resistant bridge design in Papua New Guinea  [通常講演]
    Gibson Ali Holemba, Takashi Matsumoto
    6th International Doctoral Symposium 2017年11月 ポスター発表
  • Finite element analysis of RC slab fatigue behaviors repaired with ultra-high performance fiber reinforced concrete  [通常講演]
    Takashi Matsumoto, Muhammad Safdar, Ko Kakuma, Hiroshi Mitamura
    The Fifteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-15), Sofitel Xian, Xi'an, China, October 11-13, 2017 2017年10月 口頭発表(一般)
  • Weight function determinations for shear cracks in reinforced concrete beams based on virtual crack extension technique  [通常講演]
    Pengru Deng, Takashi Matsumoto
    The Fifteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-15), Sofitel Xian, Xi'an, China, October 11-13, 2017 2017年10月 口頭発表(一般)
  • SNSを用いたDeep Learningによるコンクリートの変状自動検出器の開発  [通常講演]
    横山傑, 松本高志
    土木情報学シンポジウム講演集 2017年09月 口頭発表(一般)
  • Long-term management of bridge structures -RC bridge deck slab fatigue and repair with advanced composite-  [招待講演]
    Takashi Matsumoto
    The Third International Conference on Sustainable Infrastructure and Built Environment (SIBE 2017), Bandung Institute of Technology, Bandung, Indonesia, September 26-27, 2017 2017年09月 口頭発表(基調)
  • Image analysis of structural behaviors and deteriorations  [招待講演]
    Takashi Matsumoto
    Regional Conference in Civil Engineering (RCCE) 2017 and The Third International Conference on Civil Engineering Research (ICCER) 2017, JW Mariott Hotel, Surabaya, Indonesia, August 1-2, 2017 2017年08月 口頭発表(基調)
  • Deep Learning によるコンクリートの変状自動検出器の開発とWeb システムの実装  [通常講演]
    横山傑, 松本高志
    第20回応用力学シンポジウム講演概要集 2017年05月 ポスター発表
  • RC床版と床版補強の疲労解析  [通常講演]
    松本 高志
    鋼構造シリーズ27「道路橋床版の維持管理マニュアル2016」・鋼構造シリーズ28「道路橋床版防水システムガイドライン2016」に関する講習会 2017年02月 口頭発表(基調)
  • Weight function determinations for shear cracks in reinforced concrete beams with virtual crack extension technique  [通常講演]
    Pengru Deng, Takashi Matsumoto
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • Thermo-mechanical analysis of concrete under freeze thaw test  [通常講演]
    Serge Edalo, Takashi Matsumoto
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • らせん積層CFRPの曲げ荷重-変位関係  [通常講演]
    細目貴之, 石澤郁馬, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • せん断変形を考慮した断面分割法によるCFRP梁の非線形曲げ挙動の解析  [通常講演]
    那須桃香, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • 道内大学の鋼構造科目の学習内容と実務者ニーズの比較  [通常講演]
    松尾優子, 小室雅人, 宮森保紀, 佐藤太裕, 平沢秀之, 齊藤剛彦, 三上修一, 渡辺力, 栗橋祐介, 松本高志, 小幡卓司
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • 内部劣化を有するRC 部材の曲げ耐荷性能について  [通常講演]
    角間恒, 渡邉晋也, 西弘明, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • 水平模擬ひび割れを導入したRC 梁の変形挙動の画像解析  [通常講演]
    松江晃太, 角間恒, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • らせん積層CFRP の曲げ破壊形態  [通常講演]
    石澤郁馬, 細目貴之, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • 可視化らせん積層複合材料の曲げひび割れ挙動の観察  [通常講演]
    森川和将, 木村雄太, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • 可視化らせん積層複合材料の曲げ荷重‐変位関係の考察  [通常講演]
    森川和将, 木村雄太, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • UDプリプレグを用いたらせん積層構成CFRPの作製精度と材料特性の考察  [通常講演]
    近藤健太, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • Deep Learning によるコンクリートのひび割れ自動検出器の開発とSNS を用いたシステムの実装  [通常講演]
    横山傑, 松本高志
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • Seismic response analysis of curved viaduct with Neoprene bearing  [通常講演]
    Raphael Takeo Tagawa, Takashi Matsumoto
    土木学会北海道支部論文報告集 2017年02月 口頭発表(一般)
  • 凍結融解環境下において輪荷重が床版の劣化損傷に及ぼす影響  [通常講演]
    宮田朋和, 久保圭吾, 佐藤孝司, 角間恒, 松本高志
    年次学術講演会講演概要集 2017年 口頭発表(一般)
  • コンクリート内部の鋼材が凍害に及ぼす影響  [通常講演]
    皆田龍一, 久保圭吾, 佐藤孝司, 角間恒, 松本高志
    年次学術講演会講演概要集 2017年 口頭発表(一般)
  • GFRP箱形断面梁の有限要素解析  [通常講演]
    松本高志, 中村知美
    第6回FRP複合構造・橋梁に関するシンポジウム講演概要集,名古屋大学野依記念学術交流館,愛知県名古屋市,2016年11月24~25日 2016年11月 口頭発表(一般)
  • Long-term management of bridges -Fatigue analysis of RC bridge deck slabs-  [招待講演]
    松本高志
    9th ASEAN Civil Engineering Conference (ACEC) 2016 / 6th Brunei International Conference on Engineering and Technology (BICET) 2016: Symposium E, Universiti Teknologi Brunei, Brunei Darussalam, November 14-15, 2016 2016年11月 口頭発表(基調)
  • Influence of reinforcing bar types on flexural behavior of R-UHPFRC  [通常講演]
    Ko Kakuma, Hiroaki Nishi, Takashi Matsumoto, Takashi Imai
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Analysis on nonlinear bending behaviors of CFRP beams by section partition method  [通常講演]
    Momoka Nasu, Takashi Matsumoto
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Bending characteristics of helicoidal laminated CFRP  [通常講演]
    Takayuki Hosome, Shoichi Zaike, Takashi Matsumoto
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Visual examination of flexural cracking behaviors in a helicoidally laminated composite  [通常講演]
    Kazusa Morikawa, Hanae Yahiro, Takashi Matsumoto
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Fabrication accuracy and material properties of spiral-laminated CFRP specimens made of UD prepreg  [通常講演]
    Kenta Kondo, Takashi Matsumoto
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Development of stereo image analysis for measuring small deformation  [通常講演]
    Tomohiro Yokoyama, Takashi Matsumoto
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Development of an automatic detector of cracks in concrete using machine learning  [通常講演]
    Suguru Yokoyama, Takashi Matsumoto
    The 3rd International Conference on Sustainable Civil Engineering Structures and Construction Materials, Bali, Indonesia, September 5-7, 2016 2016年09月 口頭発表(一般)
  • Fatigue analysis of frost damaged RC slabs with plain bars subjected to moving load  [通常講演]
    Serge Edalo, Takashi Matsumoto, Toshiro Hayashikawa
    The 11th German-Japanese Bridge Symposium (GJBS 2016), Osaka, Japan, August 30-31, 2016 2016年08月 口頭発表(一般)
  • Numerical simulation of FRP strengthening for RC slabs reinforced with plain bars under moving load fatigue  [通常講演]
    Ahmed Attia Mahmoud Drar, Takashi Matsumoto, Toshiro Hayashikawa
    The 11th German-Japanese Bridge Symposium (GJBS 2016), Osaka, Japan, August 30-31, 2016 2016年08月 口頭発表(一般)
  • ディープラーニングを用いたコンクリートのひび割れ自動検出器の開発  [通常講演]
    横山傑, 松本高志
    第19回応用力学シンポジウム講演概要集 2016年05月 口頭発表(一般)
  • 機械学習を用いたコンクリートのひび割れの自動検出器の開発  [通常講演]
    横山傑, 松本高志
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • 構造系教育におけるアクティブラーニングと評価法に関する検討  [通常講演]
    齊藤剛彦, 宮森保紀, 三上修一, 松尾優子, 小室雅人, 栗橋祐介, 渡辺力, 平沢秀之, 佐藤太裕, 松本高志, 小幡卓司
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • Finite element analysis of reinforced concrete beams with UHPFRC retrofitting  [通常講演]
    Muhammad Safdar, Takashi Matsumoto, Ko Kakuma
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • Seismic response of highway viaducts equipping high damping rubber bearing subjected to long duration earthquake under low temperature  [通常講演]
    Zhiping Gan, Toshiro Hayashikawa, Takashi Matsumoto
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • Fatigue analysis of frost damaged RC slabs subjected to moving load based on bridging stress degradation concept  [通常講演]
    Serge Edalo, Takashi Matsumoto
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • Fatigue analysis of RC slabs under moving load based on the bridging stress degradation concept  [通常講演]
    Ahmed Attia Mahmoud Drar, Takashi Matsumoto
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • らせん積層複合材料の曲げひび割れ挙動の可視化実験  [通常講演]
    八尋英恵, 森川和将, 松本高志
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • Rebar force estimation using crack mouth opening displacement based on fracture mechanics with bond slip model  [通常講演]
    Pengru Deng, Takashi Matsumoto
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • らせん積層CFRPの曲げ特性に関する実験  [通常講演]
    在家頌一, 細目貴之, 松本高志
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • UDプリプレグを用いたらせん積層構成CFRPの作製精度と材料特性の考察  [通常講演]
    近藤健太, 松本高志
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • 有限要素解析によるGFRP梁の変形挙動の解明  [通常講演]
    中村知美, 松本高志
    土木学会北海道支部論文報告集 2016年01月 口頭発表(一般)
  • 松本高志, 小林周史
    複合・合成構造の活用に関するシンポジウム講演集(CD-ROM) 2015年11月
  • 平沢秀之, 松尾優子, 小室雅人, 齋藤剛彦, 宮森保紀, 三上修一, 佐藤太裕, 渡辺力, 松本高志, 何興文, 栗橋祐介
    土木学会年次学術講演会講演概要集(CD-ROM) 2015年08月
  • YUE Lin, 林川俊郎, 松本高志, HE Xingwen
    土木学会北海道支部論文報告集(CD-ROM) 2015年01月
  • 築舘雪花, 松本高志, 林川俊郎, HE Xingwen
    土木学会北海道支部論文報告集(CD-ROM) 2015年01月
  • 佐藤雅一, 林川俊郎, HE Xingwen, 松本高志
    土木学会北海道支部論文報告集(CD-ROM) 2015年01月
  • 横山朋弘, 松本高志, 林川俊郎, HE Xingwen
    土木学会北海道支部論文報告集(CD-ROM) 2015年01月
  • 平沢秀之, 栗橋祐介, 小室雅人, 松尾優子, 宮森保紀, 三上修一, 佐藤太裕, 渡辺力, 松本高志, HE Xingwen
    土木学会北海道支部論文報告集(CD-ROM) 2015年01月
  • 小林周史, 松本高志, 林川俊郎, HE Xingwen
    土木学会北海道支部論文報告集(CD-ROM) 2015年01月
  • 北海道に特化した床版劣化機構と調査診断技術の必要性  [通常講演]
    松本 高志
    道路橋床版の維持管理・防水システム講習会 2012年10月 口頭発表(基調)
  • 松本 高志
    コンクリート工学 = Concrete journal 2012年05月
  • ECC-鋼合成床版の輪荷重走行解析と疲労亀裂発生寿命の予測  [通常講演]
    構造工学論文集 2011年
  • A bridge damage detection approach using train-bridge interaction analysis and GA optimization  [通常講演]
    Keynote Lectures and Extended Abstracts of the Twelfth East Asia-Pacific Conferences on Structural Engineering and Construction (EASEC-12) 2011年
  • An analytical approach to coupled vibration of curved rationalized girder bridges and running vehicles  [通常講演]
    Keynote Lectures and Extended Abstracts of the Twelfth East Asia-Pacific Conferences on Structural Engineering and Construction (EASEC-12) 2011年
  • A study on the flexural behavior of CFRP box beams with different laminate structures  [通常講演]
    Keynote Lectures and Extended Abstracts of the Twelfth East Asia-Pacific Conferences on Structural Engineering and Construction (EASEC-12) 2011年
  • Fatigue analysis of ECC-steel composite deck under wheel trucking load  [通常講演]
    Keynote Lectures and Extended Abstracts of the Twelfth East Asia-Pacific Conferences on Structural Engineering and Construction (EASEC-12) 2011年
  • 低降伏点鋼を用いた鋼製斜張橋タワーの耐震性能に関する一考察  [通常講演]
    土木学会北海道支部論文報告集 2011年
  • 大地震動を受ける曲線高架橋の動的応答における鋼製ダンパーの影響  [通常講演]
    土木学会北海道支部論文報告集 2011年
  • ECC の疲労劣化モデルと曲げ疲労特性の解析的評価  [通常講演]
    土木学会北海道支部論文報告集 2011年
  • 繰返し載荷を受けるECC 梁の有限要素解析と曲げ疲労特性の評価  [通常講演]
    コンクリート工学年次論文集 2011年
  • Effect of different base isolation bearings on nonlinear seismic response of curved viaducts  [通常講演]
    土木学会北海道支部論文報告集 2011年
  • 振動解析とソフトコンピューティングによる橋梁損傷同定法の開発  [通常講演]
    鋼構造年次論文報告集 2010年
  • ECCにより上面増厚した鋼床版の疲労耐久性に関する解析的検討  [通常講演]
    鋼構造年次論文報告集 2010年
  • 積層構成が異なる箱形断面CFRP梁の曲げ挙動の把握  [通常講演]
    年次学術講演会講演概要集 2010年
  • 曲げと軸力作用下におけるコンクリート充填箱形断面CFRP梁の変形および耐荷特性の解析的検討  [通常講演]
    構造工学論文集 2010年
  • Fatigue analysis of fiber reinforced cementitious composites and structures  [通常講演]
    Proceedings of the 2nd ASEAN Civil Engineering Conference 2010年
  • ECCによる鋼床版上面増厚補強の合成効果に関する解析的検討  [通常講演]
    構造工学論文集 2010年
  • CFRP・コンクリート合成梁の軸力作用下の曲げ挙動に関する解析的検討  [通常講演]
    コンクリート工学年次論文集 2010年
  • デジタル画像解析による積層構成の異なるCFRP梁の損傷・破壊メカニズムの研究  [通常講演]
    年次学術講演会講演概要集 2010年
  • An analytical study on the stress-strain relation of PVA-ECC under tensile fatigue  [通常講演]
    Proceedings of the 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-7) 2010年
  • ステレオ画像法による面外変形計測手法の開発  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • 箱形断面CFRP梁の載荷実験とデジタル画像相関法によるひずみ分布計測  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • 曲げ載荷実験における箱形断面CFRP梁の強度・変形特性の把握  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • 45°方向の繊維配向を有した箱形断面CFRP梁の変形挙動の把握  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • CFRP角パイプの圧縮挙動に関する有限要素解析  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • ECCリンクスラブの曲げ挙動に関する解析的検討  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • 札幌軟石を用いた石造アーチの力学的挙動に関する研究  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • GAを用いる木造歩道橋の構造同定および健全度評価に関する研究  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • ECC合成鋼床版に水が介在する状態におけるECCの損傷推定  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • 走行車両による直線二主桁橋の動的応答解析  [通常講演]
    土木学会北海道支部論文報告集 2010年
  • Dynamic interaction analysis between horizontally curved twin I-girder bdidge and moving vehicle  [通常講演]
    鋼構造年次論文報告集 2010年
  • PC桁の支承交換に適用する取付け部材の開発(非線形FEM 解析)  [通常講演]
    年次学術講演会講演概要集 2010年
  • PC桁の支承交換に適用する取付け部材の開発(水平力載荷試験)  [通常講演]
    年次学術講演会講演概要集 2010年
  • PC桁の支承交換に適用する取付け部材の開発(施工性の確認)  [通常講演]
    年次学術講演会講演概要集 2010年
  • 交通振動解析を用いる鉄道橋梁健全度評価手法の開発  [通常講演]
    年次学術講演会講演概要集 2010年
  • Fatigue life analysis of fiber reinforced concrete based on fracture mechanics and micromechanics  [通常講演]
    Proceedings of the 1st International Conference on Sustainable Infrastructure and Built Environment in Developing Countries (SIBE-2009) 2009年
  • Fracture mechanics based fatigue analysis of fiber reinforced cementitious composites  [通常講演]
    Proceedings of the International Symposium on Innovation & Sustainability of Structures in Civil Engineering (ISISS '2009) 2009年
  • Flexural fatigue analysis of PVA-ECC based on micromechanics approach  [通常講演]
    Proceedings of the International Conference on Computational Design in Engineering (CODE2009) 2009年
  • 松本 高志
    コンクリート工学 = Concrete journal 2008年06月
  • すべり支承を有する曲線格子高架橋の地震応答性状に関する一考察  [通常講演]
    鋼構造年次論文報告集 2008年
  • CFRP・コンクリート合成梁の強度特性に関する検討  [通常講演]
    年次学術講演会講演概要集 2008年
  • 箱形断面CFRP梁のFEM解析と耐荷力推定式の検討  [通常講演]
    年次学術講演会講演概要集 2008年
  • 鉄道高架橋周辺地盤振動軽減対策効果を評価する解析ツールの構築  [通常講演]
    鋼構造年次論文報告集 2008年
  • 六郷 恵哲, 福山 洋, 松尾 庄二, 金久保 利之, 鎌田 敏郎, 松本 高志, 閑田 徹志, 国枝 稔
    コンクリート工学年次論文集 2004年06月 
    ひずみ硬化とマルチプルクラックという極めてユニークな特性を有する高靭性セメント複合材料(DFRCC)について,平成l3年度にFS課題として発足した高靭性セメント複合材料研究委員会(JCI-DFRCC研究委員会)の活動の様子を報告する。また,平成13年度に技術の現状調査結果として取りまとめた中間報告「高靱性セメント複合材料を知る・作る・使う」の内容の抜粋と,本技術の適用と評価のための技術情報を取りまとめた委員会最終報告書の概要を紹介する。
  • 松本 高志, Suthiwarapirak Peerapong, 浅本 晋吾
    コンクリート工学年次論文集 2002年06月 
    歪み硬化型高靭性セメント複合材料(ECC)の疲労解析モデルを構築した。ECCの複数ひび割れによる損傷領域の広がりとひび割れ局所化・進展を考慮している。ひび割れにおける伝達応力の疲労劣化が繊維疲労破断に起因するとし,伝達応力劣化関数の形で含めることにより疲労解析を行っている。ECCの曲げ疲労実験によるS-N曲線を解析モデルによる計算値と比較することにより妥当性を検証した。
  • 松本 高志, 石田 哲也, 阿部 雅人
    応用力学論文集 2002年
  • 阿部 雅人, 松本 高志
    土木学会誌 2001年12月
  • 松本 高志
    検査技術 2001年12月
  • SUTHIWARAPIRAK Peerapong, 松本 高志, 堀井 秀之
    コンクリート工学年次論文集 2001年06月
  • 海老澤 健正, 松本 高志, 堀井 秀之
    土木学会論文集 = Proceedings of JSCE 2001年04月
  • 松本 高志, C. LI Victor
    コンクリート工学年次論文報告集 1998年06月 
    破壊力学的手法による短繊維補強材料の疲労寿命モデルを開発した。実験により計測された短繊維補強コンクリートの疲労ひび割れ進展と繰返し応カー疲労寿命曲線をモデルによる計算値と比較することにより開発されたモデルの適用性を検討し,また疲労荷重下でのひび割れ開口幅変化に対する繊維架橋と梁断面低減の影響についてモデル計算を行い検討した。

受賞

  • 2009年09月 土木学会 応用力学論文賞
     Effect of fiber fatigue rupture on monotonic and cyclic crack bridging laws in discontinuous fiber reinforced composites
  • 2008年09月 土木学会 応用力学論文賞
     Crack bridging law in discontinuous fiber reinforced composites under cyclic loading
  • 2006年12月 土木学会 年次学術講演会優秀講演者表彰
     コンクリート/ポリマーセメントモルタル間界面の破壊エネルギーと疲労強度の計測
  • 1998年07月 日本コンクリート工学協会 コンクリート工学講演会優秀講演賞
     破壊力学的手法に基づく短繊維補強材料の疲労寿命モデル

教育活動情報

主要な担当授業

  • Infrastructure Maintenance Engineering(メインテナンス工学E)
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 工学院
  • 大学院共通授業科目(教育プログラム):JICA開発大学院連携プログラム
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 大学院共通科目
  • メインテナンス工学特論
    開講年度 : 2018年
    課程区分 : 博士後期課程
    開講学部 : 工学院
  • Fracture Mechanics of Composite Materials(複合材料破壊力学E)
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 工学院
    キーワード : Linear elastic fracture mechanics, nonlinear fracture mechanics, fatigue
  • 複合材料破壊力学特論
    開講年度 : 2018年
    課程区分 : 修士課程
    開講学部 : 工学院
    キーワード : Linear elastic fracture mechanics, nonlinear fracture mechanics, fatigue
  • Fracture Mechanics of Composite Materials(複合材料破壊力学E)
    開講年度 : 2018年
    課程区分 : 博士後期課程
    開講学部 : 工学院
    キーワード : Linear elastic fracture mechanics, nonlinear fracture mechanics, fatigue
  • 複合材料破壊力学特論
    開講年度 : 2018年
    課程区分 : 博士後期課程
    開講学部 : 工学院
    キーワード : Linear elastic fracture mechanics, nonlinear fracture mechanics, fatigue
  • 一般教育演習(フレッシュマンセミナー)
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 全学教育
    キーワード : 都市,社会基盤,経済,海洋,地盤,橋梁,道路,鉄道,港湾,防災,河川
  • パブリックデザイン演習
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : パブリックデザイン、シビックデザイン、景観設計、地域・都市計画、環境、バリアフリー
  • パブリックデザイン論
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 景観設計、地域・都市デザイン、シビックデザイン、環境、バリアフリー
  • 建設材料
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : コンクリート、コンクリート構造物、建設材料、アスファルト、鋼、橋梁、木材
  • 橋梁工学
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 橋、景観、設計基準、設計計算、上部構造、下部構造、桁・梁・柱、床版、荷重、応力度、連結
  • 鋼構造学
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 鋼、弾性、塑性、応力、ひずみ、柱、板、座屈、桁、軸力、曲げ、ねじり
  • 国際交流Ⅱ
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 国際本部
    キーワード : Linear elastic fracture mechanics, nonlinear fracture mechanics, fatigue
  • 農業土木材料
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 農学部
    キーワード : コンクリート、コンクリート構造物、建設材料、アスファルト、鋼、橋梁、木材
  • 土木工学創成実験Ⅱ
    開講年度 : 2018年
    課程区分 : 学士課程
    開講学部 : 工学部
    キーワード : 計画・遂行 結果解析 説明能力 土の物理的性質 土の透水性 土の圧縮性 土のせん断強さ 構造 解析 設計 模型作成 荷重試験 


Copyright © MEDIA FUSION Co.,Ltd. All rights reserved.