Moving-wheel fatigue durability of cantilever bridge deck slab strengthened with high-modulus CFRP rods
Author:
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference37 articles.
1. RC beams strengthened with NSM CFRP rods and modeling of peeling-off failure;Al-Mahmoud;Compos Struct, Elsevier,2010
2. BS EN 2561. Carbon fibre reinforced plastics. Undirectional laminates. Tensile test parallel to the fibre direction, 1995. doi: 10.3403/00669630.
3. Fatigue behaviour of concrete bridge deck slabs reinforced with GFRP bars;Carvelli;Compos Part B: Eng Elsevier,2010
4. Fatigue life-based design of RC beams strengthened with NSM FRP;Chen;Eng Struct, Elsevier,2017
5. Fatigue life evaluation of concrete bridge deck slabs reinforced with glass FRP composite bars;El-Ragaby;J Compos Constr, ASCE,2007
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