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轴向静载作用下非线弹性梁自由振动的响应分析

Response Analysis of Vibration on Nonlinear Elasticity Beam under In-line Static Load
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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.
作者 刘燕 彭建设
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)
关键词 非线性 GALERKIN原理 林滋泰德-庞加莱法 轴向静载 nonlinearity Gale&in Principle Linz Ted - Poincaré Method in-line static load beam
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参考文献10

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二级参考文献5

  • 1尹刚,冯贤桂.用拉氏变换计算连续梁的弯曲变形[J].重庆工学院学报,2004,18(4):22-23. 被引量:8
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