Continuum Based Micro-Models for Ultra Low Cycle Fatigue Crack Initiation in Steel Structures-Reference-Cited by-同舟云学术

Continuum Based Micro-Models for Ultra Low Cycle Fatigue Crack Initiation in Steel Structures

Published:2005-04-18 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2005
language:
Short-container-title:

Author:

Kanvinde A. M.¹²,Deierlein G. G.¹²

Affiliation:

1. Department of Civil and Environmental Engineering, University of California, Davis, CA 95616.E-mail:

2. Department of Civil and Environmental Engineering, Stanford University, CA 94305

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40753%28171%29192

Reference11 articles.

1. Chi W-M Deierlein G.G. Ingraffea A.R. (1997) "Finite element fracture mechanics investigation of welded beam-column connections " SAC/BD97/05 NISEE

2. VI. The phenomena of rupture and flow in solids

3. On the mechanisms of ductile failure in high-strength steels subjected to multi-axial stress-states

4. Kanvinde A.M. (2002). "Methods to Evaluate the Dynamic Stability of Structures - Shake Table Tests and Nonlinear Dynamic Analyses " Proceedings EERI Annual Meeting Portland 2002.

5. Kanvinde A.M. and Deierlein G.G. (2004) "Micromechanical Simulation of Earthquake Induced Fractures in Steel Structures " TR-145 John A. Blume Earthquake Engineering Center Stanford University CA.

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