The Effect of Own Weight on Dynamic Analysis of a Pre-Stretched Composite Plate-Strip Containing Twin Circular Inclusions Under Bending Using Finite Element Method

U. Yesil
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Abstract

This manuscript describes how the weight of a simply supported composite plate-strip (containing twin circular inclusions) affects its dynamic behaviors when exposed to bending load as analyzed via the finite element method (FEM). The centers of the twin circular inclusions are on a line parallel to the free surface, and the materials of both inclusions are the same. First, the effects of body forces (the plate-strip’s own weight) and surface forces (pre-stretching load) on the plate-strip (both are considered to be initial stresses) are identified using the classical linear theory of elasticity. Next, the consequences of these stressors (identified in the first step) under additional time harmonic bending load on the forced vibration around the inclusions are determined using the three-dimensional linearized theory of elasticity (TDLTE) under the plane-strain state. The data herein suggest that the plate-strip’s weight can significantly effect dynamic characteristics of the considered plate-strip.
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自重对含双圆夹杂物的预拉伸板带弯曲动力分析的影响
本文描述了简支复合板带(含双圆形夹杂物)的重量如何影响其在弯曲荷载下的动态行为,并通过有限元方法进行了分析。双圆形夹杂物的中心在与自由表面平行的一条线上,两种夹杂物的材料相同。首先,利用经典的线性弹性理论确定了板条上的体力(板带自重)和表面力(预拉伸载荷)(两者都被认为是初始应力)的影响。接下来,使用平面应变状态下的三维线性化弹性理论(TDLTE)确定这些应力源(在第一步中确定)在附加时间谐波弯曲载荷下对夹杂物周围强迫振动的影响。本文的数据表明,板带的重量对板带的动力特性有显著影响。
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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