Stiffness Enhancement of Metallic Beam-Like Components

E. Rivin, Panchal Pankach
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Abstract

Stiffness is an important design criterion. Since bending deformations of structural components are much larger than tension/compression deformations under comparable loads, enhancement of bending stiffness of beam-like components is an important problem. Conventional techniques for stiffness enhancement (beefing up, optimization, use of high Young’s modulus materials) frequently do not achieve the desired results. The paper describes a novel approach to bending stiffness enhancement based on the inverse buckling effect. The beam is composed of the structural external member having an axial hole which is plugged and filled with a fusible metal alloy expanding during solidification thus stretching the external member and enhancing its stiffness. Experimental study resulting in 40% increase in bending stiffness is described.
金属梁状构件的刚度增强
刚度是一项重要的设计准则。在相同荷载作用下,结构构件的弯曲变形比拉伸/压缩变形大得多,提高梁状构件的弯曲刚度是一个重要的问题。传统的刚度增强技术(增强、优化、使用高杨氏模量材料)经常不能达到预期的效果。本文提出了一种基于逆屈曲效应的抗弯刚度增强方法。该梁由具有轴向孔的结构外部构件组成,该轴向孔被堵塞并填充在凝固过程中膨胀的易熔金属合金,从而拉伸外部构件并提高其刚度。描述了使弯曲刚度提高40%的实验研究。
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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