計算力学A

Sat. May 16, 2020 9:00 AM - 10:30 AM B会場 (B)

座長:吉川仁(京都大学)

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[S02A-01] Slope stability analysis with non-circular slip surface using adaptive particle swarm optimization method

*Masahiro Shinoda¹, Yoshihisa Miyata¹ (1. National Defense Academy)

[S02A-02] Numerical investigation on fatigue crack initiation and propagation lives for non-load carrying fillet welded joint considering cyclic elasto-plasticity response of a steel

*Kasumi Morita¹, Masashi Mouri¹, Ayang Buerlihan², Riccardo Fincato², Seiichiro Tsutsumi² (1. IHI Corporation, 2. Joining and Welding Research Institute, Osaka University)

[S02A-03] Effect of Bond Constitutive Law between Reinforcement and Concrete on Hysteresis Characteristics of Uniaxial Tensile Members

*Munemasa Tokunaga¹ (1. RAILWAY TECHNICAL RESEARCH INSTITUTE)

[S02A-04] Simulation of Compressive Failure in Concrete Using Damage Model Considering Frictional Contact on Fracture Surface

*Yuto Soma¹, Mao Kurumatani¹ (1. Ibaraki University)

[S02A-05] Sensitivity Analysis Formulation Based on Damage Analysis of Concrete Structures

*Tomoyuki MIZUTORI¹, Hiroya HOSHIBA¹, Junzi KATO¹ (1. Nagoya University)

[S02A-06] Development of crack initiation and propagation analysis method
using selective activation strategy and arc-length method

*Shun Suzuki¹, Kenjiro Terada¹, Shuji Moriguchi¹, Norio Takeuchi² (1. Tohoku University, 2. Hosei University)

Session information

計算力学A

[S02A-01] Slope stability analysis with non-circular slip surface using adaptive particle swarm optimization method

[S02A-02] Numerical investigation on fatigue crack initiation and propagation lives for non-load carrying fillet welded joint considering cyclic elasto-plasticity response of a steel

[S02A-03] Effect of Bond Constitutive Law between Reinforcement and Concrete on Hysteresis Characteristics of Uniaxial Tensile Members

[S02A-04] Simulation of Compressive Failure in Concrete Using Damage Model Considering Frictional Contact on Fracture Surface

[S02A-05] Sensitivity Analysis Formulation Based on Damage Analysis of Concrete Structures

[S02A-06] Development of crack initiation and propagation analysis method
using selective activation strategy and arc-length method

Authentication

Session information

計算力学A

[S02A-01] Slope stability analysis with non-circular slip surface using adaptive particle swarm optimization method

[S02A-02] Numerical investigation on fatigue crack initiation and propagation lives for non-load carrying fillet welded joint considering cyclic elasto-plasticity response of a steel

[S02A-03] Effect of Bond Constitutive Law between Reinforcement and Concrete on Hysteresis Characteristics of Uniaxial Tensile Members

[S02A-04] Simulation of Compressive Failure in Concrete Using Damage Model Considering Frictional Contact on Fracture Surface

[S02A-05] Sensitivity Analysis Formulation Based on Damage Analysis of Concrete Structures

[S02A-06] Development of crack initiation and propagation analysis methodusing selective activation strategy and arc-length method

Authentication

[S02A-06] Development of crack initiation and propagation analysis method
using selective activation strategy and arc-length method