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桩基承载性状分析的有限元-荷载传递联合法
引用本文:吴鹏,龚维明,梁书亭.桩基承载性状分析的有限元-荷载传递联合法[J].桥梁建设,2006(2):11-13,17.
作者姓名:吴鹏  龚维明  梁书亭
作者单位:东南大学土木学院,江苏,南京,210096
摘    要:提出了一种将有限元法和荷载传递法结合起来的桩基分析方法—有限元—荷载传递联合法。该法采用通用有限元程序ABAQUS实现了桩基竖向承载性状的计算分析。该法能非常简单地变化材料的本构关系和桩侧荷载传递函数。算例表明该方法计算结果可靠。对做过单桩静载试验得出单桩荷载传递规律的群桩,采用本文方法具有明显的优越性。

关 键 词:桩基础  承载性状  计算方法  有限元法  荷载传递法
文章编号:1003-4722(2006)02-0011-03
收稿时间:2005-08-02
修稿时间:2005-08-02

A Combined Approach of Finite Element and Load-Transfer Methods to Pile Bearing Characteristic Analysis
WU Peng,GONG Wei-ming,LIANG Shu-ting.A Combined Approach of Finite Element and Load-Transfer Methods to Pile Bearing Characteristic Analysis[J].Bridge Construction,2006(2):11-13,17.
Authors:WU Peng  GONG Wei-ming  LIANG Shu-ting
Institution:College of Civil Engineering, Southeast University, Nanjing 210096, China
Abstract:A pile foundation analysis approach that combines both the finite element and load-transfer methods is presented.The approach can be used to fulfill calculation and analysis of vertical bearing characteristics of pile foundations with the universal program ABAQUS in the finite element method and can very easily change material constitutive relationship and pile-side load transfer functions.Numerical examples demonstrate that calculation of the bearing characteristics of the foundations with the approach is reliable.For group piles whose single pile went through static load tests and obtained with load transfer laws,the approach in question proves to have obvious advantages.
Keywords:pile foundation  bearing characteristic  calculation method  finite element method  load-transfer method
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