2022
DOI: 10.1016/j.compstruct.2022.116106
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Time-dependent behavior of NSM CFRP-strengthened RC beams under different service temperatures

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Cited by 4 publications
(2 citation statements)
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“…The experimental value is then evaluated using ABAQUS, and the formula for assessing the capacity of shear of CF-S-CFRP-ST is well correlated with the experimental value. Jahani et al (2022) analysed and compared 23 RC beams of near-surface mounted (NSM) carbon FRP (CFRP) for the dependent based on time behaviour [126]. Temperature (20 and 50 • C), steel reinforcement ratio, and CFRP strengthening area are the factors considered for evaluation.…”
Section: The Incorporation Of Cfrp In Temperature Factorsmentioning
confidence: 99%
“…The experimental value is then evaluated using ABAQUS, and the formula for assessing the capacity of shear of CF-S-CFRP-ST is well correlated with the experimental value. Jahani et al (2022) analysed and compared 23 RC beams of near-surface mounted (NSM) carbon FRP (CFRP) for the dependent based on time behaviour [126]. Temperature (20 and 50 • C), steel reinforcement ratio, and CFRP strengthening area are the factors considered for evaluation.…”
Section: The Incorporation Of Cfrp In Temperature Factorsmentioning
confidence: 99%
“…The latter investigation exemplifies the structural steel design alteration, extending it to the post-yielding stage when deformations but not the strength condition governs the structural solution. Unfortunately, the mechanical performance of polymeric composites is an aging and long-term deterioration subject [15][16][17][18] and requires further extensive investigation. In addition, the advanced composites raise the internal structure and component optimization problems, e.g., [3,8,13,14], requiring innovative design solutions and concepts.…”
Section: Introductionmentioning
confidence: 99%