波纹对结构用组合梁刚度特性的影响

J. Xiao, F. Kolkailah, E. Elghandour
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引用次数: 0

摘要

本研究的主要目的是研究梯形波纹复合材料层合板在拉伸和弯曲载荷下的刚度特性。在两个方向上进行了刚度的实验、解析和数值计算。纵向定义为垂直于波纹的方向,横向定义为沿波纹的方向。刚度比是纵向刚度与横向刚度之比。波纹的影响是通过比较扁平和波纹复合梁在拉伸和弯曲中的刚度比的变化来测量的。波纹玻璃纤维板的拉伸刚度比由1.0提高到49,弯曲刚度比由0.3提高到187。碳纤维板的拉伸刚度比从0.7提高到61.3,抗弯刚度比从0.3提高到81.4。复合梁的波纹在拉伸和弯曲应用中显示出显著的刚度增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of corrugation on the stiffness properties of composite beams for structural applications
The primary goal of this research was to investigate the stiffness characteristics of trapezoidal corrugated composite laminates under tensile and flexural load. Stiffness was calculated experimentally, analytically, and numerically in two directions. The longitudinal direction was defined as perpendicular to the corrugations and transverse direction along the corrugations. The stiffness ratio is the ratio of longitudinal stiffness to transverse stiffness. The effects of corrugations were measured by comparing changes to the stiffness ratios of flat and corrugated composite beams in tension and bending. For corrugated fibreglass coupons, the extensional stiffness ratio was increased from 1.0 to 49 and the flexural stiffness ratio was increased from 0.3 to 187. For carbon fibre coupons, the extensional stiffness ratio increased from 0.7 to 61.3 and the flexural stiffness ratio increased from 0.3 to 81.4. Corrugation of composite beams has shown a significant increase in stiffness for tensile and bending applications.
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