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Ductility Analysis of Concrete Beam Strengthened by Bonded Steel Plates
Author(s): 
Pages: 59-61,76
Year: Issue:  3
Journal: Fujian Architecture & Construction

Keyword:  粘贴钢板 加固 钢筋混凝土 延性 滞后应变;
Abstract: 本文基于混凝土结构设计规范中抗弯设计计算的基本原理,通过对粘贴钢板加固钢筋混凝土简支梁的受力分析,提出了其截面延性的计算方法,并讨论了其影响因素。结果表明,后粘钢板用量及其滞后应变是影响混凝土梁加固后延性的主要因素。
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