Simulating Cyclic Local Buckling–Induced Softening in Steel Beam-Columns Using a Nonlocal Material Model in Displacement-Based Fiber Elements-Reference-Cited by-同舟云学术

Simulating Cyclic Local Buckling–Induced Softening in Steel Beam-Columns Using a Nonlocal Material Model in Displacement-Based Fiber Elements

Published:2020-01 Issue:1 Volume:146 Page:04019174
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kolwankar Subodh¹,Kanvinde Amit²,Kenawy Maha³^ORCID,Lignos Dimitrios⁴^ORCID,Kunnath Sashi⁵

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616. ORCID:

4. Associate Professor, Dept. of Architecture, Civil and Environmental Engineering, Ecole Polytechnique Fédérale de Lausanne, Lausanne 1015 CH, Switzerland. ORCID:

5. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002457

Reference42 articles.

1. Nonlocal Integral Formulations of Plasticity and Damage: Survey of Progress

2. Chaboche K. D. V. V. Dang and G. Codier. 1979. “Modelization of the strain moment effect on the cyclic hardening of 316 stainless steel.” In Proc. Structural Mechanics in Reactor Technology—SmiRT 5 L11. Raleigh NC: International Association for Structural Mechanics in Reactor Technology.

3. Chen C.-H. W.-C. Lai P. Cordova G. G. Deierlein and K. C. Tsai. 2004. “Pseudo-dynamic testing of a full-scale RCS frame: Part 1—Design construction and testing.” In Proc. 13th World Conf. on Earthquake Engineering. Vancouver BC: International Association for Earthquake Engineering.

4. Localization Issues in Force-Based Frame Elements

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