具有新的横向形状函数的ISUM矩形板单元(第二次报告)-双轴推力下的加筋板

M. Fujikubo, P. Kaeding
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引用次数: 10

摘要

在第1份报告中,提出了一种ISUM矩形板单元,该单元在纵向/横向推力作用下具有新的横向挠度形状函数。本文将ISUM板单元与梁柱单元相结合来模拟加筋板,并将其适用范围扩展到双轴推力。用有限元方法研究了加筋板的基本破坏行为。考虑了坍塌特性,提出了ISUM方法。提出了一种新的附加板加筋整体屈曲和局部板屈曲的建模方法。纵向和双轴推力的计算结果表明了该方法的适用性和准确性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ISUM Rectangular Plate Element with New Lateral Shape Functions (2nd Report) - Stiffened Plates under Biaxial Thrust -
An ISUM rectangular plate element with new shape functions for its lateral deflection under longitudinal/transverse thrust has been developed in the 1st Report. In this report, the ISUM plate element is combined with beam-column elements to model stiffened plates, and its applicability is extended to biaxial thrust. The fundamental collapse behaviour of stiffened plates is investigated by FEM analyses. The ISUM approach is formulated considering the collapse characteristics. A new modelling technique to evaluate overall buckling of stiffeners with attached plating as well as local plate buckling is proposed. Results for longitudinal and biaxial thrust show the applicability and accuracy of this approach.
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