A Macromechanical Constitutive Model for Rebar Buckling-Reference-Cited by-同舟云学术

A Macromechanical Constitutive Model for Rebar Buckling

Published:2023-08 Issue:8 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

McKee Codi¹^ORCID,Sideris Petros²^ORCID,Hubler Mija³^ORCID

Affiliation:

1. Ph.D. Candidate, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843. ORCID: .

2. Assistant Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder, Boulder, CO 80309. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11349

Reference47 articles.

1. Armstrong, P. J., and C. Frederick. 1966. A mathematical representation of the multiaxial Bauschinger effect. Berkeley, CA: Berkeley Nuclear Laboratories.

2. Inelastic Buckling of Reinforcing Bars

3. Hysteretic Model of Ordinary and High-Strength Reinforcing Steel

4. Berry, M., M. Parrish, and M. Eberhard. 2004. PEER structural performance database user’s manual (version 1.0). Berkeley, CA: Univ. of California, Berkeley.

5. Low-cycle fatigue failure of reinforcing steel bars;Brown J.;ACI Mater. J.,2004

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. Shear-Enhanced Gradient Inelastic Force-Based Frame Element Formulation for Analysis of Shear-Critical Reinforced Concrete Members;Journal of Structural Engineering;2024-11