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On Elementary Theory of Tangent Stresses at Simple Bending of Beams

机译:关于梁简单弯曲切线应力的基本理论

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The article contains three additions to the elementary theory of flexural shear stresses developed by the author, which is a generalization of Zhuravsky's theory. First, we derive a formula for the cross-sectional shape coefficient, which takes into account the deplanation of the cross section in Mor's integrals for energy and displacements. The new form factor, in contrast to the classical one, depends on the Poisson ratio and the ratio of the cross-sectional dimensions. Secondly, a very simple formula is given expressing the potential potential energy of deformation of the rod, connected with the vertical tangential stress. Thirdly, this formula is used for the energy analysis of the author's theory, that establish the new properties of Zhuravsky's. It is stated that, for certain values of the Poisson's ratio (of its own for each type of cross section), Zhuravskii's theory yields exact results that coincide with the results of the theory of elasticity.
机译:本文含有三个作者开发的弯曲剪切应力的基本理论,这是Zhuravsky的理论的概括。首先,我们推出了横截面形状系数的公式,这考虑了Mor的能量和位移的积分中的横截面的消失。与古典上面相比,新的形状因子取决于泊松比和横截面尺寸的比率。其次,给出了一种非常简单的公式,表达杆的变形的潜在能量,与垂直切线应力连接。第三,该公式用于作者理论的能量分析,即建立了Zhuravsky的新属性。据说,对于泊松比的某些价值(对每种类型的横截面)来说,Zhuravskii的理论产生了与弹性理论的结果一致的精确结果。

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