An adaptive fatigue crack growth model at the welded joints of steel bridge

Author:

Zhang Qing-Hua,Cui Chuang,Da Le-Tian,Cheng Zhen-Yu,Li Ming-Zhe

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Reference43 articles.

1. Experimental study on fatigue resistance of rib-to-deck joint in orthotropic steel bridge deck;Li;J. Bridg. Eng.,2018

2. Fatigue cracks in longitudinal ribs of steel orthotropic deck;Xiao;Int. J. Fatigue,2006

3. EN 1993–2:2006, Eurocode 3: Design of Steel Structures. Part 2: Steel Bridges. Brussels;European Committee for Standardization,2006

4. LRFD Bridge Design Specifications;AASHTO,2012

5. Fatigue Design and Assessment of Steel Structures: Code of Practice: BS7608;British Standards Institution,1993

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