| 钢—混组合梁矮塔斜拉桥轴力对内力影响分析 |
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| 引用本文： | 段晓彤,刘文会.钢—混组合梁矮塔斜拉桥轴力对内力影响分析[J].中南公路工程,2012(2):179-181. |
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| 作者姓名： | 段晓彤 刘文会 |
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| 作者单位： | 吉林建筑工程学院,吉林长春130021 |
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| 摘 要： | 结合梁的形心轴力作用在钢梁的部分,对钢—混凝土之间应变差进行计算分析,从而针对截面内力计算做出分析论证。该方法考虑了钢梁和混凝土之间剪切滑移的影响,综合弯矩、轴力作用下的结构计算结果,得出准确的截面应力分布情况。
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| 关 键 词： | 钢—混组合梁 轴力 应变差 剪切刚度 |
Reasearch of the Axis Affects Analysis Force at Home Strenuously |
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| DUAN Xiaotong,LIU Wen Hui.Reasearch of the Axis Affects Analysis Force at Home Strenuously[J].Central South Highway Engineering,2012(2):179-181. |
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| Authors: | DUAN Xiaotong LIU Wen Hui |
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| Institution: | (Jilin architectural and civil engineering institute,Jilin,Changchun,Jilin 130021,China) |
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| Abstract: | Part acting on the steel girder combining with the beam shape mandril force,bad calculation of strain analyses to steel-between the concrete,Thus makes the analysis proof in view of the section endogenic force computation.Be method＇s turn to have considered a steel girder and shear the effect slipping between the concrete,Bend the structure calculation bear fruit under regulation,the axis force effect synthetically,Reach accurate cross section strain distributing condition. |
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| Keywords: | the steel and concrete combination beam axis force strain difference of shearing slip |
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