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Flexural strength of aluminum members with tapered thickness component elements

机译:具有逐渐减小的厚度组成元素的铝制构件的抗弯强度

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Commonly used aluminum and steel structural members often have cross-sections with tapered thickness. Buckling behavior of tapered thickness component elements subjected to compression is significantly different from that of uniform thickness elements. However, typical steel and aluminum specifications suggest using the average of the varying thickness, as if the tapered component element behaves in the same way as the uniform thickness element. In this study, to precisely evaluate the compressive strength of tapered thickness plates, stiffness matrices are derived for use in an available finite strip program. Using the program, the buckling coefficients are computed for tapered thickness plates. Based on the buckling coefficients, design equations are proposed for aluminum tapered thickness component elements under compression. The equations are verified through physical tests and a parametric study using the finite element analysis. The finite element analysis is validated through the physical tests of aluminum I-shaped sections with tapered flanges.
机译:常用的铝和钢结构构件的横截面通常具有渐缩的厚度。受到压缩的渐缩厚度组成元素的屈曲行为与均匀厚度元素的屈曲行为显着不同。但是,典型的钢和铝规范建议使用变化厚度的平均值,就好像锥形组成元素的行为与均匀厚度元素的行为一样。在这项研究中,为精确评估渐缩厚度板的抗压强度,推导了刚度矩阵以用于可用的有限带钢程序。使用该程序,可以计算出渐缩厚度板的屈曲系数。基于屈曲系数,提出了受压铝锥厚构件的设计方程。通过物理测试和使用有限元分析的参数研究来验证方程。有限元分析通过带有锥形法兰的铝制I形截面的物理测试得到验证。

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