| 两种ANSYS有限元模型在高桩码头计算中的对比研究 |
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| 引用本文： | 李王红,何良德.两种ANSYS有限元模型在高桩码头计算中的对比研究[J].现代交通技术,2007,4(5):84-86. |
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| 作者姓名： | 李王红 何良德 |
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| 作者单位： | 河海大学交通海洋学院,江苏,南京,210098 |
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| 摘 要： | 通过对高桩码头实体模型和梁单元模型分析比较，总结了两种建模的优缺点。实际的码头结构计算中应根据需要，扬长避短，使ANSYS这一软件更好地应用于高桩码头的空间结构有限元计算。
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| 关 键 词： | 高桩码头 实体模型 梁单元模型 |
| 文章编号： | 1672-9889（2007）05-0084-03 |
| 修稿时间： | 2007-07-06 |
Comparison between Two Element Models for Calculating High-piled Wharf by ANSYS |
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| Li Wanghong,He Liangde.Comparison between Two Element Models for Calculating High-piled Wharf by ANSYS[J].Modern Transportation Technology,2007,4(5):84-86. |
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| Authors: | Li Wanghong He Liangde |
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| Institution: | School of Transport and Ocean of Hehai University, Nanjing 210098, China |
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| Abstract: | By analyzing and comparison between the solid model and beam element model for the high-piled wharf, both the advantage and the disadvantage are summarized.It is necessary to keep the advantage and avoid weakness on principle in actual calculating high-piled wharf, so the ANSYS is used in space finite element calculation of the high-piled wharf. |
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| Keywords: | ANSYS |
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