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非对称截面梁的弯曲正应力分析
引用本文:李秀莲,邵楠. 非对称截面梁的弯曲正应力分析[J]. 青海大学学报, 2010, 28(1): 67-72
作者姓名:李秀莲  邵楠
作者单位:青海大学建筑工程系,青海,西宁,810016 
摘    要:文中分析了梁截面在不具有纵向对称平面,或者虽有纵向对称面,但外荷载并不作用在纵向对称面内,即梁发生非对称弯曲时横截面上正应力的计算;并通过算例详细说明了该计算方法。

关 键 词:非对称截面梁  非对称弯曲  正应力

The analysis on the bending normal stress of a non-symmetric section beam
LI+Xiulian,SHAONan+. The analysis on the bending normal stress of a non-symmetric section beam[J]. Journal of Qinghai University(Natural Science), 2010, 28(1): 67-72
Authors:LI+Xiulian  SHAONan+
Affiliation:LI+Xiulian,SHAONan+(Civil+Engineering+Department+of+Qinghai+University,Xining+810016,China)
Abstract:The normal stress on a cross section under the beam non-symmetric bending is calculated in this paper and the calculation situation is that the beam section is not with a longitudinal symmetric plane or with a longitudinal symmetric plane but the load is not in the plane.The calculation method is still demonstrated in detail through the example calculation.
Keywords:non-symmetrical section beam  non-symmetrical bending  normal stress  
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