华中科技大学学报（城市科学版）2006，Vol.23Issue(z1)：54-57,63,5.
深承台板的载荷传递机制
Load Transfer Mechanism of Deep Pile Caps
沙马司 1王元汉 1郭宏磊1
作者信息
- 1. 华中科技大学,土木工程与力学学院,湖北,武汉,430074
- 折叠
摘要
Abstract
The static analysis of a deep four-pile pile cap that is designed using the strut-and-tie model (STM) approach and that failed in two-way shear is presented in a step-by-step manner. ANSYS software is used in the analysis, with input data obtained experimentally. Brief explanations of certain parameters are given to aid better understanding of the analysis procedure. The results clearly illustrate the load transfer mechanism in the deep pile cap and the subsequent failure mode of two-way shear. Graphical representations of solutions obtained from the analysis are explained, certain limitations and assumptions within which the analysis is performed are outlined, and finally, observations are made and suggestions are put forward.关键词
承台板/应力分布/ANSYS/STM模型Key words
pile cap/stress distribution/ANSYS/STM model分类
建筑与水利引用本文复制引用
沙马司,王元汉,郭宏磊..深承台板的载荷传递机制[J].华中科技大学学报（城市科学版）,2006,23(z1):54-57,63,5.
