弹性杆对弹性各向同性和正交各向异性薄板的影响

PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON BIOSCIENCE, BIOTECHNOLOGY, AND BIOMETRICS 2019 Pub Date : 2019-12-23 DOI:10.1063/1.5140874

J. Soukup, J. Skočilas, B. Skocilasova, L. Rychlíková, Tereza Jarošová

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引用次数: 0

摘要

提出了弹性杆撞击薄平面弹性各向同性和正交各向异性板的理论。求解了板的各种材料模型和几何模型。该板在其周长周围不受限制地得到支撑。在与被卸载板的中线面垂直的方向上，连续或由作用于上表面的孤立力对板进行加载。底片在有或没有校正的情况下都可以解出来。本文对这一研究领域的现有知识进行了综述。提出了弹性杆撞击薄平面弹性各向同性和正交各向异性板的理论。求解了板的各种材料模型和几何模型。该板在其周长周围不受限制地得到支撑。在与被卸载板的中线面垂直的方向上，连续或由作用于上表面的孤立力对板进行加载。底片在有或没有校正的情况下都可以解出来。本文对这一研究领域的现有知识进行了综述。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Impact of elastic rod on thin elastic isotropic and orthotropic plate

The theory of the solution of the elastic rod impact on the thin plane elastic isotropic and orthotropic plate is presented. The various material and geometrical models of the plate are solved. The plate is supported without a restriction around its perimeter. The plate is loaded continuously or by the solitary force acting on the upper facial surface in the perpendicular direction to the midline surface of the unloaded plate. The plates are solved with or without corrections. The article is review of the present knowledge in the field of study.The theory of the solution of the elastic rod impact on the thin plane elastic isotropic and orthotropic plate is presented. The various material and geometrical models of the plate are solved. The plate is supported without a restriction around its perimeter. The plate is loaded continuously or by the solitary force acting on the upper facial surface in the perpendicular direction to the midline surface of the unloaded plate. The plates are solved with or without corrections. The article is review of the present knowledge in the field of study.

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PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON BIOSCIENCE, BIOTECHNOLOGY, AND BIOMETRICS 2019

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