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REVIEW ARTICLES

Advances in strength theories for materials under complex stress state in the 20th Century

[+] Author and Article Information
Mao-hong Yu

School of Civil Engineering & Mechanics, Xi’an Jiaotong University, Xi’an, 710049, China; mhyu@xjtu.edu.cn; isstad@xjtu.edu.cn

Appl. Mech. Rev 55(3), 169-218 (Jun 10, 2002) (50 pages) doi:10.1115/1.1472455 History: Online June 10, 2002
Copyright © 2002 by ASME
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Figures

Grahic Jump Location
Limiting loci of SSS, OSS, and TSS theories
Grahic Jump Location
Varieties of the unified yield criterion in π plane 271272
Grahic Jump Location
Varieties of the unified yield criterion in plane stress 271272
Grahic Jump Location
Effect of the intermediate principal stress 355
Grahic Jump Location
Effect of the intermediate principal stress 9899
Grahic Jump Location
Effects of the intermediate principal stress of concrete 163
Grahic Jump Location
Enhanced σ2 effect in concrete strength 362
Grahic Jump Location
Multi-shear model of the unified strength theory
Grahic Jump Location
Varieties of the unified strength theory on the deviatoric plane
Grahic Jump Location
Limit loci of the unified strength theory on plane stress
Grahic Jump Location
Experimental results with the unified strength theory
Grahic Jump Location
Experimental results on sands with the unified strength theory
Grahic Jump Location
Frequency of repetition of failure criteria: 1) Principal strain criterion, 2) Strain energy density criterion, 3) Maximum strain criterion, 4) Maximum stress criterion, 5) Tsai-Hill criterion, 6) Tsai-Wu criterion, 7) Strain ratio criterion, and 8) Others.
Grahic Jump Location
Material element in Macro-Meso-Micro scale level(s)

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