Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultralow Cycle Fatigue in Structural Steel-Reference-Cited by-同舟云学术

Probabilistic Formulation of the Cyclic Void Growth Model to Predict Ultralow Cycle Fatigue in Structural Steel

Published:2014-06 Issue:6 Volume:140 Page:04014028
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Myers A. T.¹,Kanvinde A. M.²,Deierlein G. G.³,Baker J. W.⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 360 Huntington Ave., 400 Snell Engineering Center, Boston, MA 02215 (corresponding author).

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., 2001 Ghausi Hall, Davis, CA 95616.

3. Professor, Civil and Environmental Engineering Dept., Stanford Univ., Bldg. 540, Room 118, Stanford, CA 94305.

4. Associate Professor, Civil and Environmental Engineering Dept., Stanford Univ., Yang & Yamazaki Environment and Energy Bldg., 473 Via Ortega, Room 314, Stanford, CA 94305.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000728

Reference16 articles.

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3. Prediction of Ductile Fracture in Steel Connections Using SMCS Criterion

4. Hysteretic models that incorporate strength and stiffness deterioration

5. Kanvinde A. M. and Deierlein G. G. (2004). “Micromechanical simulation of earthquake induced fracture in steel structures.” Rep. No. 145 Blume Center Stanford Univ. Stanford CA. 〈http://blume.stanford.edu?Blume/TRList.htm〉 (Dec. 1 2012).

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