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对FRP筋混凝土板的冲切承载力的分析
引用本文:潘云锋,郑愚,陆中宇.对FRP筋混凝土板的冲切承载力的分析[J].东莞理工学院学报,2012,19(1):79-86.
作者姓名:潘云锋  郑愚  陆中宇
作者单位:1. 东莞理工学院建筑工程系,广东东莞523808/华南理工大学土木与交通学院,广州510640
2. 东莞理工学院建筑工程系,广东东莞,523808
3. 哈尔滨工业大学土木工程学院,哈尔滨,150090
基金项目:国家自然科学基金(50908055);广东省自然科学基金(10451170003004151);广东省交通厅科技计划(2009-02-017);东莞市科技计划(200910814049);教育部归国人员启动基金.
摘    要:为了研究FRP筋混凝土板的冲切承载力,采用大型商用软件ABAQUS对Carlos E等的试验模型进行了数值计算,非线性有限元的计算结果与实验结果有着良好的吻合。在准确校正试验结果的基础上,对影响冲切效应的参数进行了分析,包括混凝土强度、加载面形状和板厚。根据参数分析的结果,对FRP筋混凝土板的冲切承载力公式进行修正。通过比较分析,计算结果和有限元解与试验结果非常的接近。

关 键 词:FRP筋  冲切承载力  有限元  承载力  理论计算

An Analysis of Punching Capacity in FRP Reinforced Concrete Slabs
PAN Yun-feng,ZHENG Yu,LU Zhong-yu.An Analysis of Punching Capacity in FRP Reinforced Concrete Slabs[J].Journal of Dongguan Institute of Technology,2012,19(1):79-86.
Authors:PAN Yun-feng  ZHENG Yu  LU Zhong-yu
Institution:1. Department of Civil Engineering, Dongguan University of Technology, Dongguan 523808, China; 2. School of Civil Engineering and Transportation, South China University of Technology, Guanzhou 510640, China ; 3. School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China)
Abstract:In the investigation of ultimate strengths in FRP reinforced concrete slabs, a type of commercial software named ABAQUS was used to establish the numerical model for slabs tests by Carlos E et al. In the comparison of nonlinear finite element analysis and experimental tests, numerical resuhs showed a good collection with those from experimental tests. According to the accurate validation, a parametric study of this structure was conducted, including concrete compressive strength, loading area and slab depth. According to the analytical resuhs, this paper proposed a modified theoretical prediction methods for ultimate strengths in FRP reinforced concrete slabs. The results from theoretical prediction methods showed a good collection with NLFEA results and experiment result.
Keywords:FRP Bars  punching capacity  finite element  capacity  theoretical calculation
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