Plastic Buckling-Straightening Fatigue Life of Large Diameter Reinforcing Steel Bars

Author:

Duck David1,Restrepo José I.2ORCID,Morrison Machel L.3

Affiliation:

1. President and CEO, Integral Design Build, 1814 Magenta Ct. #5, Chula Vista, CA 91913; formerly Ph.D. Graduate Student, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093 (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. AASHTO. 2014. LRFD bridge design specifications. Washington, DC: AASHTO.

2. RC Wall Plastic Hinge Out-of-Plane Buckling: Analysis Using the Nonlinear Beam-Truss Model

3. Fracture Mechanics

4. Inelastic Buckling of Reinforcing Bars

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

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