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Strain analysis of straight beams with influence of supprot displacement

机译：支座位移影响下的直梁应变分析

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摘要

Tato práce je zaměřena na řešení přímých staticky neurčitě uložených nosníků a vlivu posunutí jejich podpor na výsledné řešení. K řešení bylo použito metod Castiglianovy věty, diferenciální rovnice ohybové čáry a nosníku s vnitřními klouby (Gerberův nosník). Jako příklad byl zvolen nosník o dvou polích a třech podporách, zatížený po celé jeho délce liniovým zatížením.

机译：这项工作的重点是直接无限固定放置的直梁的解决方案及其支座位移对最终解决方案的影响。解决方案采用Castigliano定理的方法，弯曲线和带内部节点的梁（Gerber梁）的微分方程。例如，选择了具有两个隔间和三个支撑的梁，并通过线荷载沿其整个长度进行荷载。

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Štourač Vít;
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年度 2011
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原文格式 PDF
正文语种 {"code":"cs","name":"Czech","id":5}
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1. A continuum mechanics based derivation of Reissner's large-displacement finite-strain beam theory: the case of plane deformations of originally straight Bernoulli-Euler beams [J] . Irschik H, Gerstmayr J Acta Mechanica . 2009,第1a2期

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2. A continuum mechanics based derivation of Reissner's large-displacement finite-strain beam theory: the case of plane deformations of originally straight Bernoulli-Euler beams [J] . Hans Irschik, Johannes Gerstmayr Acta Mechanica . 2009,第1a2期

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3. A continuum mechanics based derivation of Reissner’s large-displacement finite-strain beam theory: the case of plane deformations of originally straight Bernoulli–Euler beams [J] . Hans Irschik, Johannes Gerstmayr Acta Mechanica . 2009,第1a2期

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Strain analysis of straight beams with influence of supprot displacement

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