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FRP加固RC双向板受力全过程的非线性分析
引用本文:郭樟根,曹双寅,王安宝,赵翔. FRP加固RC双向板受力全过程的非线性分析[J]. 特种结构, 2006, 23(2): 83-86,99
作者姓名:郭樟根  曹双寅  王安宝  赵翔
作者单位:1. 南京工业大学土木工程学院,210009
2. 东南大学,土木工程学院,南京,210096
3. 总参工程兵第四设计研究院,北京,100850
摘    要:本文通过有限元法模拟和模型试验,对外贴玻璃纤维条带加固钢筋混凝土双向板的受弯性能进行了非线性全过程分析,研究了加固板的挠度以及纤维应变随荷载变化规律,对玻璃纤维条带加固RC双向板的受力机理进行了分析。分析结果表明,通过合理选择有限元数值模型,可以较好地模拟外贴玻璃纤维条带加固RC双向板的受弯性能。分析结果和试验结果均表明外贴玻璃纤维条带可以有效地提高双向板的抗弯刚度、开裂荷载和极限承载力。

关 键 词:玻璃纤维  加固  双向板  全过程  有限元分析

Nonlinear Analysis of Load Deformation Process of RC Two-way Slabs Strengthened with GFRP Composites
Guo Zhanggen,Cao Shuangyin,Wang Anbao,Zhao Xiang. Nonlinear Analysis of Load Deformation Process of RC Two-way Slabs Strengthened with GFRP Composites[J]. Special Structures, 2006, 23(2): 83-86,99
Authors:Guo Zhanggen  Cao Shuangyin  Wang Anbao  Zhao Xiang
Abstract:This paper presents an experimental and finite element method (FEM) investigation for evaluating the load deformation process of reinforced concrete two-way slabs strengthened with GFRP composites. The deformation and the variation of GFRP strain along with load were studied, and the mechanism of RC two-way slabs strengthened with GFRP strips was analyzed based on the numerical results. Compared with test results, the FEM results can effectively simulate the flexural behavior of two-way slabs strengthened with GFRP strips with the proper numerical model. The analytical and experimental results also indicate that the GFRP strips were effective in appreciably increasing the flexural stiffness, cracking load and ultimate capacity of the repaired slabs.
Keywords:GFRP Strengthening Two-way slabs load deformation process Finite element analysis
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