Effect of High Amplitude Loading on Fatigue Life Prediction of Steel Bridges-Reference-Cited by-同舟云学术

Effect of High Amplitude Loading on Fatigue Life Prediction of Steel Bridges

Published:2011 Issue: Volume:14 Page:521-528
ISSN:1877-7058
Container-title:Procedia Engineering
language:en
Short-container-title:Procedia Engineering

Author:

Karunananda K.,Ohga M.,Dissanayake P.B.R.,Siriwardane S.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference7 articles.

1. Bonacuse P and Kalluri S (2002). Sequenced axial and torsional cumulative fatigue: low amplitude followed by high amplitude loading, Biaxial/Multiaxial Fatigue and Fracture, Elsevier.

2. Life assessment for metallic materials with the use of the strain criterion for low cycle fatigue;Borodii;International Journal of Fatigue.,2009

3. Colin L and Fatami A (2010). Variable amplitude cyclic deformation and fatigue behavior of stainless steel 304L including step, periodic and random loading. Fatigue and Fracture of Engineering Materials and Structures. 33, pp. 205-220.

4. Kalluri S and Bonacuse PJ (1999). Cumulative axial and torsional fatigue: an investigation of load-type sequencing effects. ASTM symposium on multiaxial fatigue and deformation: testing and production, Seattle, WA.

5. Kondo Y and Okuya K (2007). The effect of seismic loading on the fatigue strength of welded joints. Material Science and Engineering A. 468-470. pp. 223-229.

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