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General theory of cross-sections kinetics in calculating rod elements of structures. Cartesian coordinates

机译:结构横截面动力学的一般理论。笛卡尔坐标

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The applied mechanics of deformable bodies evolves to its more rigorously substantiated predominant empirical approaches, which significantly limit calculation possibilities. The most "severe" limitation is applying exclusively the hypotheses of non-warping cross-sections in calculating the structural rod elements. The research was carried out to expand the possibilities and to systematically generalize and complete a traditional approach within the theory of strength of materials, which is based on isolating a subsystem of points in a cross-sectional form. The presented theory is a synthesis of the theory of strength of materials and the applied theory of elasticity. The theory of strength of materials contributed with the paradigm of monitoring the behaviour of cross-sections as a subsystem of points of a deformable body. The theory of elasticity provided differential equations of internal constraints, modifiable, according to the traditional assumptions of the theory of material strength, except for those relating to the behavior of cross-sections. The study touches upon the analytical issue of optimizing the forms of various rod junctions, such as threaded, toothed, and strained junctions, and also on the issue of stress concentration in the regions of curvilinear transitions.
机译:可变形体的应用力学发展到其更严格的主要实证方法,其显着限制了计算可能性。最“严重”的限制是仅在计算结构杆元件时施加非翘曲横截面的假设。进行了研究,以扩大可能性,并在材料的强度理论中系统地推广和完成传统方法,这是基于以横截面形式分离点的子系统。呈现的理论是材料强度理论的合成及其弹性理论。材料的强度理论有助于监测横截面的行为作为可变形体的点子系统的范式。弹性理论提供了内部限制的微分方程,可修改,根据材料强度理论的传统假设,除了与横截面的行为相关的。该研究涉及优化各种杆连接形式的分析问题,例如螺纹,齿形和紧张的交叉点,以及曲线过渡区域中应力集中的问题。

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