Fatigue crack propagation for Q345qD bridge steel and its butt welds at low temperatures

Author:

Liao X.W.12,Wang Y.Q.1ORCID,Qian X.D.2,Shi Y.J.1

Affiliation:

1. Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering; Tsinghua University; Beijing 100084 China

2. Department of Civil and Environmental Engineering; National University of Singapore; Singapore 117576 Singapore

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference43 articles.

1. Survey of investigation about brittle fracture of steel structure under low temperature;Wang;Steel Construction,1994

2. Study on performance of steel and the components under low temperature;Zhang;China Railway Science,2003

3. A state-of-the-art review on fatigue life assessment of steel bridges;Ye;Math Probl Eng,2014

4. A finite-volume-energy based approach to predict the static and fatigue behavior of components with sharp V-shaped notches;Lazzarin;Int J Fract,2001

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