| Project/Area Number |
10650563
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | KYOTO INSTITUTE OF TECHNOLOGY |
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Principal Investigator |
MORISAKO Kiyotaka Faculty of Engineering and Design, Kyoto Institute of Technology, Associate Professor, 工芸学部, 助教授 (90127168)
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| Co-Investigator(Kenkyū-buntansha) |
TSUJI Masaaki Faculty of Engineering and Design, Kyoto Institute of Technology, Lecturer, 工芸学部, 講師 (00243121)
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| Project Period (FY) |
1998 – 1999
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| Project Status |
Completed (Fiscal Year 1999)
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| Budget Amount *help |
¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1999: ¥700,000 (Direct Cost: ¥700,000)
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| Keywords | deteriorating stress-strain relation / beam-column FEM / elasto-plastic frame / local buckling / critical behavior / consistent stiffness matrix / element length / control path-parameter / 整合剛性行列形成アルゴリズム / 梁柱有限要素法 / 固有値 |
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| Research Abstract |
In the beam-column FEM analysis of ultimate or critical behavior of elasto-plastic frames, the stiffness matrix consistent with the constitutive law must be generated. In such an analysis, local buckling of steel member and large deformation of concrete material will be estimated by elements which obey elastic-deteriorating plastic stress-strain model and which have an appropriate length. A conventional iterative procedure for generating consistent stiffness matrix of a frame model with elastic-deteriorating plastic elements frequently leads to a pitfall of cyclic process. An algorithm for generating consistent stiffness matrix has been presented for predicting the static equilibrium path of elastio-plastic frames by the head investigator. The algorithm utilizes an eigenvector of stiffness matrix of the comparison frame. In the numerical analyses of the buckling behaviors of bars and of the collapse behaviors of portal frames, the algorithm has been verified. These simulations demonstrate that the algorithm functions effectively for generating the consistent stiffness matrix and for sellecting the control path-parameter in the vicinity of critical point. However, the algorithm has not been utilized in analyzing the critical behavior of the frame with elements obeying deteriorating stress-strain relation. The effect of the similar strategy for generating consistent stiffness matrix in such case is confirmed in this study. The algorithm provides an apt selection of the control path-parameter for execution of numerical analysis.
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