Elastic–Plastic Stress Analysis in Aluminum Metal–Matrix Composite-laminated Plates ([0°/θ°]2) Under Transverse Uniformly Distributed Load

N. Arslan, M. O. Kaman, M. Duranay
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引用次数: 4

Abstract

In this paper, an elastic–plastic stress analysis is carried out in unidirectional reinforced steel–aluminum composite-laminated plates under transverse loading and simply supported conditions. For the elastic–plastic stress analysis, the mathematical formulation is given for small deformations. Finite Element Method and first-order shear deformation theory are used. A finite element computer program is developed for stress analysis. The laminated plates of constant thickness are manufactured by stacking four layers bonded symmetrically or antisymmetrically. The residual stress components and yield points are calculated for each layer and compared with different reinforced layers. The location and the expansion of the plastic zones are obtained according to loading gradually increased from yield point as 0.0001 MPa at each load step. The load capacity of the laminated plate increases by means of the residual stresses.
横向均布荷载作用下铝-金属基复合材料层合板([0°/θ°]2)弹塑性应力分析
本文对单向增强钢-铝复合层合板在横向荷载和简支条件下的弹塑性应力进行了分析。对于弹塑性应力分析,给出了小变形的数学公式。采用有限元法和一阶剪切变形理论。开发了应力分析的有限元程序。用四层对称或不对称粘结的方法来制备等厚度的层合板。计算了各层的残余应力分量和屈服点,并与不同加筋层进行了比较。从屈服点0.0001 MPa开始,每个加载步骤的加载逐渐增加,得到了塑性区的位置和扩展情况。叠合板的承载能力是通过残余应力来提高的。
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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