摘要
针对简支非线性弹性矩形截面梁,在计及轴向静载变形对梁的影响、考虑梁的非线性效应的情况下,运用Galerkin原理和林滋泰德-庞加莱法对梁进行研究,得到其动力响应解,并针对结果进行分析讨论.
Taking into consideration the effect of section deformation of in-line static load on beams and the nonlinear effect of beams, this paper uses Galerkin Principle and Linz Ted-Poincaré method to study nonlinear elastic rectangular beam with pined edges and obtains the response solution for its power, and conducts analysis and discussions on the findings.
出处
《重庆工学院学报》
2007年第7期44-46,49,共4页
Journal of Chongqing Institute of Technology
基金
四川省重点科研基金资助项目(2004A105)