带缺口连续板在推力作用下的屈曲和极限强度估算

M. Harada, M. Fujikubo
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引用次数: 1

摘要

对带切口的简支连续板在推力作用下的屈曲本征值进行了计算,并进行了弹塑性大挠度分析。首先,根据本征值计算结果,推导出弹性屈曲强度的简单估计公式。其次,阐明了现有塑性修正方法评估的屈曲强度在某些板厚和切口直径组合下超过了极限强度。在此基础上,提出了考虑屈服效应的带缺口连续板屈曲强度计算塑性修正新公式。最后,针对弹塑性大挠度分析得到的极限强度的特点,推导出带缺口连续板极限强度的简单计算公式。
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Estimation of buckling and ultimate strength of continuous plate with cutout under thrust
A series of buckling eigen-value calculations and elastoplastic large deflection analyses of simply upported continuous plate with cutout under thrust has been performed. Firstly, simple formulae for estimation of elastic buckling strength have been derived based on the results of eigen-value calculations. Secondary, it has been clarified that the buckling strength evaluated by the existing plastic correction methods exceeds the ultimate strength in some combinations of plate thickness and cutout diameter. So, new plastic correction formula considering the yielding effect for estimation of buckling strength of continuous plate with cutout has been proposed. Finally, by focusing on the characteristics of ultimate strength obtained by elastoplastic large deflection analyses, simple formulae for estimation of ultimate strength of continuous plate with cutout have been derived.
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