Discontinuous Bifurcation Analysis of a Coupled Rate-Dependent Damage and Plasticity Model for Impact Responses-Reference-Cited by-同舟云学术

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Discontinuous Bifurcation Analysis of a Coupled Rate-Dependent Damage and Plasticity Model for Impact Responses

Published:2007-09 Issue:9 Volume:133 Page:970-980
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hu Wenqing¹²,Chen Zhen¹²

Affiliation:

1. Project Engineer, Baker Engineering and Risk Consultants, Inc., 3330 Oakwell Court, Ste. 100, San Antonio, TX 78218-3084.

2. C.W. LaPierre Professor, Dept. of Civil and Environmental Engineering, Univ. of Missouri–Columbia, Columbia, MO 65211-2200. E-mail: chenzh@missouri.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A9%28970%29

Reference30 articles.

1. Continuum damage mechanics of materials and structures

2. Compressive behaviour of concrete at high strain rates

3. Non-normality and bifurcation in a compressible pressure-sensitive circular cylinder under axisymmetric tesion and compression

4. Continuous and Discontinuous Failure Modes

5. Rate-dependent transition from tensile damage to discrete fracture in dynamic brittle failure

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Settlement of composite foundation with discrete material pile considering modulus change;Journal of Central South University of Technology;2008-12

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