求变截面梁位移方法的研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Study on methods for solving displacement of non-uniform beams
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    实际工程中比较常见的变截面梁,其抗弯刚度是一个变量,在进行其刚度计算时,用各种方法求出其挠曲线方程,然后根据方程再求出梁的最大位移,从而对该变截面梁进行刚度校核并使其安全可靠。本文针对变截面梁,提出了求位移的单位力法、积分法、最小势能原理法,通过实例验证了所提方法的正确性,这无论对于实际工程应用还是理论研究都具有重要的参考价值。

    Abstract:

    In solving displacement of non-uniform beams,all of the textbooks and documents about mechanics of materials expatiate upon uniform beams,whose flexural rigidity EI is constants,while seldom about non-uniform beams.But non-uniform beams whose flexural rigidity EI is variable quantity,are very popular in the practical engineering.When we calculate for rigidity of the non-uniform beams,we achieve firstly equations of deflection curve by making use of various methods.Then obtain the maximum displacement through solving equations.Finally we check the rigidity of non-uniform beams and make it to be safety and reliability.Methods of unit force,integration and the least potential principle is put forward for solving displacement of non-uniform beams.These methods are proved to be correct by instances and be valuable for the engineering practice and theoretical research.

    参考文献
    相似文献
    引证文献
引用本文

贾建国,李长辉,武振亚.求变截面梁位移方法的研究[J].河北工程大学自然版,2011,28(1):19-21,29

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2010-11-05
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2015-01-12
  • 出版日期:
文章二维码