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TECHNICAL PAPERS

Analyical Solutions for Failure Evolution With a Nonlinear Local Damage Model

[+] Author and Article Information
X. Xin

Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211e-mail: xxin@model1.civil.missouri.edu

C. Chicone

Department of Mathematics, University of Missouri, Columbia, MO 65211

Z. Chen

Department of Civil and Environmental Engineering, University of Missouri, Columbia, MO 65211 Mem. ASME

J. Appl. Mech 68(6), 835-843 (Nov 10, 2000) (9 pages) doi:10.1115/1.1406956 History: Received November 09, 1999; Revised November 10, 2000
Copyright © 2001 by ASME
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References

Figures

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A nonlinear local elastodamage model
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After the limit state is reached, the whole solution domain is partitioned by a moving boundary (∂ΩI) into two domains: an elliptic domain (ΩI) and hyperbolic domain (ΩIIIII)
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Evolution of localization along the bar
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Normalized stress profiles corresponding to Fig. 3
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Damage evolution corresponding to Fig. 3
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Strain profiles for different b at t=1.25tL
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Stress profiles for different b at t=1.25tL
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Damage profiles for different b at t=1.25tL
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Strain profiles for different vb at t=1.25tL
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Stress profiles for different vb at t=1.25tL
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Damage profiles for different vb at t=1.25tL
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Strain history at x/L=0.05 and 0.1 after localization occurs
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After the limit state is reached, the whole solution domain for a static bar is partitioned by a moving boundary (∂Ω) into two elliptic domains: ΩI and ΩII
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Evolution of localization along the bar
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Normalized stress profiles corresponding to Fig. 14
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Damage evolution corresponding to Fig. 14
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Strain profiles for different vb at t=1.25tL
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Stress profiles for different vb at t=1.25tL
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Damage profiles for different vb at t=1.25tL

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