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Saint Venant Problem for a Naturalh Twisted Rod in Nonlinear Moment Elasticity Theory

机译:非线性矩弹性理论中自然扭杆的圣维南问题

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摘要

Problems of tension, compression, torsion, and bending of a naturally twisted rod loaded by end forces and moments are analyzed from the standpoint of three-dimensional elasticity theory of micropolar continua possessing moment stresses and subjected to severe strains. These spatial problems are reduced to two-dimensional nonlinear boundary value problems for a planar region having the form of a rod cross section. The allowance for moment stresses is of interest, in particular, for mechanics of composite and nanostructural materials. In the framework of classical linear elasticity theory, the Saint Venant problem for a naturally twisted rod was investigated in [1, 2]. The nonlinear theory of bending and torsion of prismatic bodies without allowance for moment stresses was developed in [3-7].
机译:从具有弯矩应力并承受严重应变的微极连续体的三维弹性理论的角度,分析了受端力和弯矩加载的自然扭曲杆的拉伸,压缩,扭转和弯曲问题。对于具有杆横截面形式的平面区​​域,这些空间问题被简化为二维非线性边界值问题。弯矩应力的余量尤其对于复合材料和纳米结构材料的力学很有意义。在经典线性弹性理论的框架中,[1,2]研究了自然扭曲杆的Saint Venant问题。在[3-7]中发展了不考虑弯矩应力的棱柱体弯曲和扭转的非线性理论。

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