关于剪切变形对等截面梁临界载荷影响的讨论
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  • 英文篇名:Discussion on the effect of shear deformation on critical load for uniform beam
  • 作者:吴晓
  • 英文作者:WU Xiao;College of Mechanical Engineering, Hunan University of Arts and Science;
  • 关键词:等截面 ; ; 屈曲 ; 临界载荷 ; 材料力学
  • 英文关键词:uniform section;;beam;;buckling;;critical load;;material mechanics
  • 中文刊名:KJJG
  • 英文刊名:Spatial Structures
  • 机构:湖南文理学院机械工程学院;
  • 出版日期:2019-06-15
  • 出版单位:空间结构
  • 年:2019
  • 期:v.25;No.100
  • 语种:中文;
  • 页:KJJG201902012
  • 页数:5
  • CN:02
  • ISSN:33-1205/TU
  • 分类号:76-80
摘要
采用平面问题的剪应变与位移分量的几何方程以及材料力学给出的等截面梁剪应力公式,得到了严格满足表面切应力边界条件的轴向位移表达式,推导了等截面梁屈曲时的微分方程,得到了计算等截面梁屈曲时的临界载荷特征方程.研究结果表明剪切变形对等截面梁临界载荷有一定影响.考虑剪切变形的影响时,等截面梁的临界载荷将变小.对于弹性支承圆形空心压杆,当扭簧刚度不十分大时,可以把圆形空心压杆作为简支梁来计算.
        Based on the geometric equation about shear strain and displacement components of plane problem, and the shear stress formula of uniform beam in material mechanics, the axial displacement expressions which strictly meet boundary condition of the surface shear stress are obtained, and the differential equations and the critical load characteristic equations are deduced when the uniform beam buckles. The results show that shear deformation has certain influence on the critical load of uniform beam. When considering the effect of shear deformation, the critical load of uniform beam will be smaller. When the stiffness of the torsion spring is not very large, the circular hollow pressure rod with elastic support can be calculated as a simply supported beam.
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