Determination of effective stress range and its application on fatigue stress assessment of existing bridges-Reference-Cited by-同舟云学术

Determination of effective stress range and its application on fatigue stress assessment of existing bridges

Published:2002-05 Issue:9 Volume:39 Page:2401-2417
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Li Z.X.,Chan T.H.T.,Ko J.M.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference31 articles.

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2. AASHTO, 1989. Guide Specifications for Fatigue Design of Steel Bridges. American Association of State Highway and Transportation Officials, Washington, DC, USA

3. AASHTO, 1990. Guide Specifications for Fatigue Evaluation of Existing Steel Bridges. American Association of State Highway and Transportation Officials, Washington, DC, USA

4. BSI, 1982. BS5400: Part 10, Code of Practice for Fatigue

5. A non-linear continuous fatigue damage model;Chaboche;Fatigue and Fracture of Engineering Materials and Structures,1988

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