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原文传递 Analytical Model for Calculating Shear Capacity of NSC Beams Strengthened by UHPC Lateral Layers
题名: Analytical Model for Calculating Shear Capacity of NSC Beams Strengthened by UHPC Lateral Layers
正文语种: eng
作者: Tongxu Liu;Jean-Philippe Charron
作者单位: Polytechnique Montreal;Polytechnique Montreal
关键词: Ultrahigh-performance concrete (UHPC);Strengthened beams;Analytical model;Shear capacity;Strain distribution;Strain compatibility
摘要: Abstract The utilization of ultrahigh-performance concrete (UHPC) as lateral or U-shaped thin layers to strengthen the shear-deficient normal-strength concrete (NSC) beams is an effective and promising way to increase their stiffness and shear capacity. H
出版年: 2024
期刊名称: Journal of structural engineering
卷: 150
期: 6
页码: 1.1-1.13
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