Virtual node method under constraint action of elastic foundation beams
WANG Guoti 1 2, LU Chen 3, WANG Yixin 1, WANG Wandi 4, FANG Shisheng 1
1.School of Civil and Water Conservancy of Hefei Unversity of Technology Hefei 230009 China 2.Anhui Technical College of Water Resources and Hydroelectric Power Hefei 230601 China 3.Anhui Survey and Design Institute of Water Conservancy and Hydropower Hefei 230022 China 4.Architecture School of Anhui University of Architecture Hefei 230022 China
Abstract：For the numerical analysis of elastic foundation beams working together with ground,the traditional methods of Winkler’s or double-parameter model have some limitations in engineering.In order to consider the limitation at beam borders and stress diffusion in soil,the process of dummy nodes at beam borders,the control equations and their finite difference schemes are given.The examples by use of computer programs show the effect of beams working together with ground at the borders of the beams and the stress diffuse in soil.The present method can be used to analyze the beam stress in design of foundation engineering.
王国体；陆陈；王轶昕；王婉娣；方诗圣；. 基础梁边界约束作用的虚拟节点法[J]. 岩土工程学报, 2009, 31(3): 447-451.
WANG Guoti 1 2, LU Chen 3, WANG Yixin 1, WANG Wandi 4, FANG Shisheng 1. Virtual node method under constraint action of elastic foundation beams. Chinese J. Geot. Eng., 2009, 31(3): 447-451.
