Experimental investigation of the behaviour of concrete beams reinforced with GFRP bars under static and impact loading
By Matthew Goldston, Alex M. Remennikov, M. Sheikh. 2016
160 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/2f29efd72d22aa27ea5760746f64d856f23e2259
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Effect of the plastic hinge and boundary conditions on the impact behavior of reinforced concrete beams (2017, background): “In reality, the shear force and bending moment of RC beams under impact are significantly different from those under static loads [3-9].”
- Laboratory assessment and durability performance of vinyl-ester, polyester, and epoxy glass-FRP bars for concrete structures (2017, background): “Extensive research and development efforts have demonstrated that FRP bars are effective reinforcement in concrete members subject to bending (Maranan et al. 2015), shear (Ali et al. 2013 and 2016b), compression (Maranan et al. 2016), and impact (Goldston et al. 2016).”