| 高桩梁板码头结构设计中的空间有限元分析 |
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| 引用本文： | 王婷婷,陈振民,何文钦.高桩梁板码头结构设计中的空间有限元分析[J].水运工程,2009(7). |
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| 作者姓名： | 王婷婷 陈振民 何文钦 |
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| 作者单位： | 中交第四航务工程勘察设计院有限公司,广东,广州,510230 |
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| 摘 要： | 选取湛江某高桩码头结构段为工程实例,利用通用有限元软件ANSYS对高桩梁板式码头进行空间有限元分析.为了能较真实模拟码头结构的受力状态,研究和建立了多种不同的有限元模型,在相同使用荷栽组合作用下,通过多种不同模型的计算结果对比分析.找出不同计算模型作用效应的差异和受到的影响,提出较为合理的空间数值计算模型和若干建议,以供梁板高桩码头设计者参考.
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| 关 键 词： | 高桩梁板码头 空间有限元分析方法 结构设计 |
Spatial finite element method applied in beam-slab high-pile wharf's structural design |
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| WANG Ting-ting,CHEN Zhen-min,HE Wen-qin.Spatial finite element method applied in beam-slab high-pile wharf's structural design[J].Port & Waterway Engineering,2009(7). |
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| Authors: | WANG Ting-ting CHEN Zhen-min HE Wen-qin |
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| Abstract: | Taking a structural section of a high-pile wharf in Zhanjiang as an example, we carried out the spatial finite dement analysis to the beam-slab high-pile wharf by ANSYS. For simulating the stress states of the wharf structure, we established a variety of FEMs. Under the action of the same operation load composition, based on the comparative analysis of the calculation results by different models, we found out the difference of and influence on the functioning effect of different calculation models, and put forward reasonable spatial numerical calculation'mode, serving as references for beam-slab high-pile wharf design. |
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| Keywords: | beam-slab high-pile wharf spatial finite element method structural design |
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