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Issue:
Ductility Analysis of Concrete Beam Strengthened by Bonded Steel Plates
Author(s):
LUO Zhen1
,
2 Tangxianyuan2liujing2(1.departmentofcivilengineering&architecture
,
GUANGXI Universityoftechnology545006
,
2.COLLEGE Ofcivilengineering&architecture
,
GUANGXI University530004)
Pages:
59
-
61,76
Year:
2009
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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