| 预应力高强混凝土管桩的数值分析 |
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| 引用本文： | 张正恩,邵解放.预应力高强混凝土管桩的数值分析[J].企业技术开发,2011(7):63-64,86. |
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| 作者姓名： | 张正恩 邵解放 |
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| 作者单位： | 河南工业大学土木建筑学院;中国建筑第七工程局有限公司 |
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| 摘 要： | 文章应用MIDAS/GTS软件,对预应力高强混凝土管桩进行合理建模,模拟其变形与受力机理,并进行分析研究。根据模拟结果,结合工程实例,对预应力高强混凝土管桩的荷载-沉降关系进行了对比分析,并对其变形和受力机理进行了研究,对预应力高强混凝土管桩的设计、施工及保证工程可靠性都有重要的指导意义。
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| 关 键 词： | 预应力高强混凝土管桩 荷载 深度 模拟 |
Study on the data analysis of prestressed high concrete pipes |
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| ZHANG Zheng-en,SHAO Jie-fang.Study on the data analysis of prestressed high concrete pipes[J].Technological Development of Enterprise,2011(7):63-64,86. |
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| Authors: | ZHANG Zheng-en SHAO Jie-fang |
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| Institution: | 1.School of Civil Engineering and Architecture,Henan University of Technology,Zhengzhou,Henan 450052,China; 2.China Construction Seventh Engineering Division.Corp.Ltd.,Zhengzhou,Henan 450052,China) |
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| Abstract: | At first,this paper makes a reasonable model for strength of the prestressed high concrete pipes with the help of MIDAS/GTS,then studies and simulates the deformation and mechanisms.Secondly,this paper analysis the load settlement of the prestressed high concrete pipes combines with the project according to simulation results.Then,this paper studies the deformation and mechanism of loading of the prestressed high concrete pipes.We hope that the study can guide the design and construction of prestressed high concrete pipes,its also have an important meaning to the relativity of projects. |
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| Keywords: | prestressed high concrete pipes loading depth simulation |
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