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钢纤维钢筋混凝土板冲切性能ANSYS分析
引用本文:谢晓鹏,黄功学,高丹盈. 钢纤维钢筋混凝土板冲切性能ANSYS分析[J]. 河南科技大学学报(自然科学版), 2012, 0(1): 54-57,7
作者姓名:谢晓鹏  黄功学  高丹盈
作者单位:郑州航空工业管理学院土木建筑工程学院;华北水利水电学院水利职业学院;郑州大学土木工程学院
基金项目:河南省科技攻关项目(092102310304);河南省教育厅自然科学科技攻关项目(2009A560016)
摘    要:通过ANSYS有限元软件,分析了钢筋局部钢纤维高强混凝土板冲切性能,并对比了试验结果。分析结果表明:ANSYS有限元程序能够在一定程度上模拟分析试验板的冲切性能。局部钢纤维高强混凝土板的冲切性能,随混凝土基体强度等级和钢纤维体积率及钢纤维掺加范围的增大而提高。

关 键 词:钢纤维  冲切板  有限元分析

ANSYS Analysis of Punching Shear Performance of Steel Fiber Concrete Slabs with Reinforcement
XIE Xiao-Peng,HUANG Gong-Xue,GAO Dan-Ying. ANSYS Analysis of Punching Shear Performance of Steel Fiber Concrete Slabs with Reinforcement[J]. Journal of Henan University of Science & Technology:Natural Science, 2012, 0(1): 54-57,7
Authors:XIE Xiao-Peng  HUANG Gong-Xue  GAO Dan-Ying
Affiliation:1.College of Civil & Architectural Engineering, Zhengzhou Institute of Aeronautial Industry Management,Zhengzhou 450015,China;2.Vocational College of Water Conservancy,North China Institute of Water Conservancy & Hydroelectric Power,Zhengzhou 450008, China;3.College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China)
Abstract:Punching shear performance of steel fiber locally reinforced high-strength concrete slabs with reinforcement was analyzed by finite element ANSYS software.The analysis data was compared with the experimental results.The results show that punching shear performance of slabs can be certainly simulated by ANSYS software.The punching shear performance of the slabs increases with the increases of concrete strength,steel fiber volume fraction and adding range of steel fiber.
Keywords:Steel fiber  Punching shear slab  Finite element analysis
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