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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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References

Figures

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Limiting loci of SSS, OSS, and TSS theories
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Varieties of the unified yield criterion in π plane 271272
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Varieties of the unified yield criterion in plane stress 271272
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Effect of the intermediate principal stress 355
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Effect of the intermediate principal stress 9899
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Effects of the intermediate principal stress of concrete 163
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Enhanced σ2 effect in concrete strength 362
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Multi-shear model of the unified strength theory
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Varieties of the unified strength theory on the deviatoric plane
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Limit loci of the unified strength theory on plane stress
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Experimental results with the unified strength theory
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Experimental results on sands with the unified strength theory
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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.
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Material element in Macro-Meso-Micro scale level(s)

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