Finite element simulation of unbonded retrofitting system for a steel bridge in Australia
Author:
Affiliation:
1. Department of Civil and Construction Engineering , Swinburne University of Technology, Melbourne, Australia
2. School of Civil and Environmental Engineering, University of New South Wales (UNSW), Sydney, Australia
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13287982.2021.1872992
Reference34 articles.
1. Abdelkerim, D.S., Wang, X., Ibrahim, H.A. and Wu, Z., 2019. Static and fatigue behavior of pultruded FRP multi-bolted joints with basalt FRP and hybrid steel-FRP bolts. Composite Structures, 220, pp.324-337.
2. Abed, A., Al-Mosawe, A., Al-Mahaidi, R. and Ruan, D., 2017, April. State-of-the-art Review on Strengthening Elements of Steel Bridges using CFRP. In Austroads Bridge Conference, 10th, 2017, Melbourne, Victoria, Australia.
3. FRP strengthening of web panels of steel plate girders against shear buckling Part-I: Static series of tests
4. FRP strengthening of web panels of steel plate girders against shear buckling. Part-II: Fatigue study and cyclic series of tests
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