ANSYS在钢筋混凝土梁有限元中的应用 |
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引用本文: | 王亚萍,陈建平,陈五洲.ANSYS在钢筋混凝土梁有限元中的应用[J].南通大学学报(自然科学版),2002,1(1):50-52. |
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作者姓名: | 王亚萍 陈建平 陈五洲 |
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作者单位: | 1. 南通工学院,江苏,南通,226007 2. 南通工业建筑设计院,江苏,南通,226001 3. 南通水利建设工程总公司,江苏,南通,226005 |
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摘 要: | 文章结合钢筋混凝土材料的特殊性,利用大型有限元计算软件ANSYS计算受弯构件梁的变形及其正截面应力应变。最后将有限元计算的结果(裂缝开展深度、钢筋应力、混凝土应力)与精确解比较,分析误差存在的原因及改进的方法和措施。
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关 键 词: | ANSYS 钢筋混凝土 梁 变形 应力 应变 |
文章编号: | 1671-5314(2002)01-0050-03 |
Application of ANSYS to Reinforced Concrete Beam |
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Authors: | WANG Ya-ping CHEN Jian-ping CHEN Wu-zhou |
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Institution: | WANG Ya-ping 1,CHEN Jian-ping 2,CHEN Wu-zhou 3 |
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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. |
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Keywords: | ANSYS reinforced concrete beam deformation stress strain |
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