首页 | 本学科首页   官方微博 | 高级检索  
     

轴向受载多跨弹性支撑连续梁的模态分析
引用本文:张 鹏,叶 茂,曹文斌,黎咏言,任 珉. 轴向受载多跨弹性支撑连续梁的模态分析[J]. 科学技术与工程, 2014, 14(9): 128-132
作者姓名:张 鹏  叶 茂  曹文斌  黎咏言  任 珉
作者单位:广州大学-淡江大学工程灾害控制研究中心,广州大学-淡江大学工程灾害控制研究中心,广州大学-淡江大学工程灾害控制研究中心,广州大学-淡江大学工程灾害控制研究中心,广州大学-淡江大学工程灾害控制研究中心
基金项目:国家自然科学基金(51178126 ,51208125);广东省自然科学基金重点项目(S2011030002800)
摘    要:以轴向受载的多跨连续等截面Bernoulli-Euler梁为研究对象,将多跨连续梁的自由振动转化为单跨梁在支座反力下的受迫振动。采用Laplace变换求解振动微分方程。根据连续梁的边界条件及弹性支撑处的变形相容条件得出频率特征方程。由频率特征方程得出自振频率,及其相应模态。结合数值算例,验证了理论推导与计算程序的正确性。最后分析了在不同边界下,中间弹性支撑刚度对连续梁稳定临界轴压的影响。

关 键 词:轴向荷载  多跨连续梁  Laplace变换  弹性支撑  模态分析
收稿时间:2013-10-23
修稿时间:2013-10-23

Modal analysis of multi-span beam with intermediate elastic bearing under axial-loaded
ZHANG Peng,YE Mao,CAO Wen-bin,LI Yong-yan and REN Min. Modal analysis of multi-span beam with intermediate elastic bearing under axial-loaded[J]. Science Technology and Engineering, 2014, 14(9): 128-132
Authors:ZHANG Peng  YE Mao  CAO Wen-bin  LI Yong-yan  REN Min
Affiliation:Guangzhou University-Tamkang University joint Research Center for Engineering Structure Disaster Prevention and Control,Guangzhou University,Guangzhou,510006,Guangzhou University-Tamkang University joint Research Center for Engineering Structure Disaster Prevention and Control,Guangzhou University,Guangzhou,510006,Guangzhou University-Tamkang University joint Research Center for Engineering Structure Disaster Prevention and Control,Guangzhou University,Guangzhou,510006,Guangzhou University-Tamkang University joint Research Center for Engineering Structure Disaster Prevention and Control,Guangzhou University,Guangzhou,510006
Abstract:The model analysis of multi-span uniform Bernoulli-Euler beams with intermediate elastic bearing under axial force is studied. For the equivalent system of continued beams which support reaction force substituted for elastic bearing, using Laplace transformation to obtain the frequency characteristic equations under the boundary conditions of continued beams and the deformation compatibility conditions at the elastic bearing. It is obtained frequency from the frequency characteristic equations, and corresponding mode of continued beams. According to numerical example, between the result from this paper and the result from theoretical value is conducted for the validity. The effects of axial force on critical axial compressive of continued beams under different boundary conditions are discussed.
Keywords:Axial Force   Multi-span Beam   Laplace Transformation   Elastic Bearing   Model Analysis
本文献已被 CNKI 等数据库收录!
点击此处可从《科学技术与工程》浏览原始摘要信息
点击此处可从《科学技术与工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号