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| 大直径桩非线性模拟分析的有限元法 | |
| 引用本文： | 钱晓丽,吴国祥,毕传华.大直径桩非线性模拟分析的有限元法[J].黑龙江科技学院学报,2002,12(2):26-30. |
| 作者姓名： | 钱晓丽 吴国祥 毕传华 |
| 作者单位： | 1. 黑龙江科技学院土木工程系,黑龙江鸡西,158105;中国矿业大学,北京校区,土木系,北京,100083 2. 黑龙江科技学院土木工程系,黑龙江鸡西,158105 3. 鸡西矿务局建筑工程公司,黑龙江鸡西,158100 |
| 摘 要： | 根据结构力学中的位移法及有限元的基本理论,考虑了接触面的剪切力和剪切变形之间的非线性关系,导出了分析大直径桩土相互作用的有限元法,编制了计算程序,并与试验结果进行了对比分析。结果表明,计算分析结果与实测桩基承载力吻合良好。 |
| 关 键 词： | 桩基 非线性 相互作用 计算程序 |
| 文章编号： | 1671-0118(2002)02-0026-05 |
A Nonlinear Simulate Analysis of Finite Element Method in Large Diameter Pile |
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| QIAN Xiaoli,WU Guoxiang,BI Chuanhua.A Nonlinear Simulate Analysis of Finite Element Method in Large Diameter Pile[J].Journal of Heilongjiang Institute of Science and Technology,2002,12(2):26-30. | |
| Authors: | QIAN Xiaoli WU Guoxiang BI Chuanhua |
| Abstract: | According to displacement method in structure mechanics and finite element theory, and in terms of the nonlinear relation between shearing force and shearing deformation, this paper introduces a finite element method designed for analyzing the interaction between large diameter pile and soil, meanwhile the paper presents a calculation program and highlights the comparative analysis of the experiments. As indicated in the paper, analysis result proves a better engineering performance. |
| Keywords: | pile nonlinear interaction program |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |