Finite Strain Theory and Cyclic Plasticity
Organizer:
Professor Koichi Hashiguchi
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Mechanical Behaviors of Clay and Sand in terms of Active Soil Skeleton Structure
Akira Asaoka; Toshihiro Noda; Masaki Nakano
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Hardening Behavior of an Aluminum Alloy in Simple Shear
Frederic Barlat; Jeong-Whan Yoon
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Model for Cyclic Simple Shear Behavior of Sands Accounting for Principal Stress Rotation and Finite Strain Deformation
Marte S. Gutierrez
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The Novel Concept "Tangential Relaxation"
Koichi Hashiguchi
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Extended Gradient Plasticity by the Subloading Surface Model with Tangential-relaxation
Koichi Hashiguchi
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Axisymmetric Bifurcation Analysis with Tangential Plasticity
Mehdi Khojastehpour; Koichi Hashiguchi; Yukitaka Murakami
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Finite Element Simulation on Uplift Problem of Ground Anchor
Takashi Okayasu; Koichi Hashiguchi; Toshiyuki Ozaki; Daiki Yajima; Shingo Ozaki
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Elastoplastic Finite Element Analysis of the Trapdoor Problem
Toshiyuki Ozaki; Takashi Okayasu; Koichi Hashiguchi; Daiki Yajima
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Uplift Behavior of Shallow Circular Anchor in Two-layered Sand
Toshinori Sakai; Tadatsugu Tanaka; Saiichi Sakajo
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Formulation and Numerical Post-bifurcation Analysis of Frictional Dilatant Materials at Finite Strains
Keisuke Satoh; Yuki Yamakawa; Yasuyuki Miyaki; Kunio Torii
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Tangential Stress-rate Effect in Soils Subjected to Cyclic Circular Stress Path in the Deviatoric Stress Plane
Hideki Setouchi; Koichi Hashiguchi; Takeshi Shikanai; Takashi Okayashu
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A Two-Surface Plasticity Model for Sands with Variable Degree of Non-Linearity
Mohammed Saiful Alam Siddiquee; Tadatsugu Tanaka
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Cyclic Elasto-plastic Constitutive Model and Finite Element Analysis
Tadatsugu Tanaka
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Non-proportional Loading Behavior of Elastoplastic Solids
Seiichiro Tsutsumi; Koichi Hashiguchi; Masahiro Toyosada; Koji Gotoh
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Deformation Analysis of Cohesive Soft Ground with Solidified Surface under Fill Construction
Tetsuji Yoshimaru; Koichi Hashiguchi; Takashi Okayasu; Saiichi Sakajo
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