Response of statically determined steel beams reinforced by CFRP plates in the elastic-plastic regime

被引：23
作者：
Bocciarelli, Massimiliano [1 ]
机构：
[1] Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy
来源：
ENGINEERING STRUCTURES | 2009年 / 31卷 / 04期
关键词：
Statically determined beams; CFRP reinforcement; Elastic-plastic response; INTERFACIAL STRESSES; FRACTURE; CONCRETE; JOINTS; PREDICTION; STRENGTH; BEHAVIOR; MEMBERS; ENERGY;
D O I：
10.1016/j.engstruct.2008.12.005
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The paper presents a simple approach to evaluate the response of statically determined steel beams reinforced by carbon fiber reinforced polymer(CFRP) plates in the elastic-plastic regime. The formulation is applied to two cases: simply supported beams both with distributed and concentrated load. The proposed solution is validated by comparison with experimental data available in the literature. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码：956 / 967
页数：12
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