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TECHNICAL PAPERS

A Displacement Equivalence-Based Damage Model for Brittle Materials—Part II: Verification

[+] Author and Article Information
Y. Liu, C. K. Soh, Y. Dong, Y. Yang

School of Civil & Environmental Engineering, Nanyang Technological University, Singapore, 639798

J. Appl. Mech 70(5), 688-695 (Oct 10, 2003) (8 pages) doi:10.1115/1.1599915 History: Received December 21, 2000; Revised December 01, 2001; Online October 10, 2003
Copyright © 2003 by ASME
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References

Figures

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Stress-strain response of concrete under uniaxial tension
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Stress-strain response of concrete under uniaxial compression
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Stress-strain response of high-strength concrete under uniaxial tension
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Stress-strain response of high-strength concrete under uniaxial compression
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Stress—Poisson’s ratio response of concrete under uniaxial compression
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Volume strain response of concrete under uniaxial compression
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Stress-strain response of concrete under biaxial compression
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Stress-strain response of concrete under biaxial compression tension
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Stress-strain response of concrete under biaxial tension
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The predicted biaxial ultimate strength envelope of concrete

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