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Abstract:

In this article,taking features of reinforced concrete into account ,FEM software of ANSYS was used to calculate the beam' s deformation and the stress and strain of the normal section.At last,the answers to ANSYS(crack length,stress of reinforc-ing bar and concrete)and theoretical answers were compared in search of reasons and ways or measures that can amend it.

References

1犦周氐,康清梁,童保全.现代钢筋混凝土基本理论犤M犦.南京:河海大学出版社,1989.

2犦朱伯龙.钢筋混凝土非线性分析犤M犦.上海:同济大学出版社,1985.

Basic Information:

China Classification Code:TU755.3

Citation Information:

[1]WANG Ya-ping 1,CHEN Jian-ping 2 ,CHEN Wu-zhou 3(1.Nantong Institute of Technology,Nantong226007,China,2.Nantong Architectural Design Institute of Industry,Nantong226001,China,3.Nantong Water Conservancy Construction Company,Nantong226005,China).Application of ANSYS to Reinforced Concrete Beam[J].Journal of Nantong University (Natural Science Edition),2002(01):50-52.

Published:  

2002-03-30

Publication Date:  

2002-03-30

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