Iron-based shape memory alloy (Fe-SMA) for fatigue strengthening of cracked steel bridge connections

Author:

Izadi Mohammadreza,Motavalli Masoud,Ghafoori ElyasORCID

Funder

ZHAW

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference60 articles.

1. Fatigue-prone details in steel bridges;Haghani;Buildings,2012

2. J.W. Fisher, B. Yen, D. Wang, J. Mann, 1987, Fatigue and fracture evaluation for rating riveted bridges.

3. Fatigue in Riveted Railway Bridges-a study of the fatigue performance of riveted stringers and stringer-to-floor-beam connections;Al-Emrani,2002

4. Distortion-induced stress investigation of double angle stringer-to-floorbeam connections in railroad bridges;Guyer;Eng. Struct.,2012

5. An investigation of distortion-induced fatigue cracking under variable amplitude loading using 3D crack propagation analysis;Aygül;Eng. Fail. Anal.,2014

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