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The paper introduced contact analysis of ANSYS including node to surface,node to node and surface to surface contacts through an example of finite element analysis of drawing-test of concrete and bar.And the model construction process of contact analysis was specified.The finite element contact analysis model of drawing-test of concrete and bar is constructed with surface to surface contact element.Anchorage length is solved by ANSYS and compared with value solved by Code for design of concrete structures.The sliding-result of ANSYS is coincident with the theoretical analysis and test.The result demonstrates that software of ANSYS is a good tool for sliding analysis of steel-concrete.
[1]小飒工作室.最新经典ANSYS及Workbench教程[M].北京:电子工业出版社,2004.
[2]王依群.钢筋与混凝土间的黏结滑移在ANSYS中的模拟[J].天津大学学报,2006,39(2):209-213.
[3]陈建平.钢筋混凝土粘结滑移特性的研究现状[J].南通工学院学报:自然科学版,2004,3(4):51-56.
[4]刘佩玺.钢筋混凝土结构粘结滑移分析在ANSYS中的实现[J].山东农业大学学报:自然科学版,2007,38(1):125-130.
[5]张海霞,朱浮声,王凤池.FRP筋与混凝土粘结滑移数值模拟[J].沈阳建筑大学学报:自然科学版,2007,23(2):231-234.
[6]中华人民共和国建设部,中华国家质量监督检验检疫总局.混凝土结构设计规范[M].北京:中国建筑工业出版社2002.
[7]东南大学,天津大学,同济大学.混凝土结构上册[M].北京:中国建筑工业出版社,2005.
[8]江见鲸.混凝土结构有限元分析[M].北京:清华大学出版社,2005.
[9]任辉启.ANSYS7.0工程分析实例详解[M].北京:人民邮电出版社,2003.
[10]李庆龄.ANSYS中网格划分方法研究[J].上海电机学院学报,2006,9(5):28-30.
[11]孙训方.材料力学[M].北京高等教育出版社,1998.
Basic Information:
China Classification Code:TU375
Citation Information:
[1]LIU Yun-ping,BAO Hua,HONG Jun-qing,CHEN Guo-qing(School of Architecture Engineering,Nantong university,Nantong 226019,China).Application of ANSYS-Based Contact Analysis in Reinforced Concrete Sliding[J].Journal of Nantong University (Natural Science Edition),2009,8(02):70-73+90.
Fund Information:
南通大学自然科学基金项目(06Z064)
2009-06-15
2009-06-15