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剪切变形对齿状简支梁挠度的影响
引用本文:曾庆响,肖芝兰,温永乐.剪切变形对齿状简支梁挠度的影响[J].五邑大学学报(自然科学版),2001,15(4):60-65.
作者姓名:曾庆响  肖芝兰  温永乐
作者单位:1. 五邑大学土木工程系,
2. 江西赣南建筑工程总公司,
摘    要:根据广义位移计算的一般公式导出剪力对齿状简支梁挠曲变形影响的计算方法,根据对梁的齿数、齿形、齿高、高跨比及荷载类型等影响剪力与变矩引起的变形比的主要因数之分析和与等截面矩形梁的比较,得出一个简便的计算方法和几条有用的结论。

关 键 词:齿状简支梁  剪力  挠曲变形  等效高度  剪切变形  挠度  结构力学
文章编号:1006-7302(2001)04-0060-06
修稿时间:2001年3月12日

Affections of shear forces act on the flexure deformation of a simple supported toothed beam
ZENG Qing-xiang,XIAO Zhi-lan,WEN Yong-le.Affections of shear forces act on the flexure deformation of a simple supported toothed beam[J].Journal of Wuyi University(Natural Science Edition),2001,15(4):60-65.
Authors:ZENG Qing-xiang  XIAO Zhi-lan  WEN Yong-le
Institution:ZENG Qing-xiang1,XIAO Zhi-lan1,WEN Yong-le2
Abstract:In this paper, a calculation method of affections caused by shear forces to the flexure deformation of a simple supported toothed beam was carried out from the formula of general displacements calculating. The main factors which affect the ratio of the deformation caused by shear forces to that of by the moments of the beam were analyzed: the tooth number, the tooth shape, the tooth depth, the ratio of span to depth of the beam and the load-bearing types. The affections are compared with that of a simple supported rectangular beam, which have constant depth. As a result, a brief computational method and several useful conclusions are derived.
Keywords:simple toothed beam  shear forces  flexure deformation  equivalent depth
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