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Simplified stability design method for the stiffened plate with slotted holes under uniform compression

机译:均匀受压开槽孔加劲板的简化稳定性设计方法

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The elastic buckling and nonlinear post-local buckling behavior of a stiffened plate with slot holes is different to that of a solid plate. As results of systematic parameter studies, design equations for calculating the elastic buckling stress of a solid plate is modified for design a stiffened plate with slot holes. Numerical simulation shows that in the post-local buckling phase, the slots cause the membrane stress redistribution and help the non-slotted region developing into a much higher stress state, which may lead to the increase in the load bearing capacity of the slotted plate. Through studying the longitudinal stress distribution along the plate width, the effective width design equation for the solid plate is also modified to account for effects of the slots. Comparisons of the effective width factor obtained from the proposed equations, previous research results and the numerical simulation show that they agree well with each other.
机译:带槽孔的加劲板的弹性屈曲和非线性局部后屈曲行为与实心板不同。作为系统参数研究的结果,修改了用于计算实体板的弹性屈曲应力的设计公式,以设计带有槽孔的加劲板。数值模拟表明,在局部屈曲后阶段,缝隙引起膜应力的重新分布,并帮助非缝隙区域发展成更高的应力状态,这可能导致缝隙板的承载能力增加。通过研究沿板宽度的纵向应力分布,还修改了实心板的有效宽度设计方程,以考虑缝隙的影响。从所提出的方程,先前的研究结果和数值模拟获得的有效宽度因子的比较表明,它们彼此吻合良好。

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