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A NUMERICAL STUDY ON THE ULTIMATE STRENGTH OF DAMAGED TUBULAR BRACING MEMBERS UNDER AXIAL COMPRESSION

机译:轴向压缩下损坏管状支撑构件的最终强度的数值研究

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The tubular bracing members of offshore structures may sustain collision damages from the supply ships, which lead to the deterioration of the load carrying capacity of tubular bracing members. This paper presents a numerical simulation of the ultimate strength of damaged tubular bracing members under axial compression with the nonlinear finite element code ABAQUS, based on previous experimental investigations. Parametric studies are conducted to investigate the load capacity of damaged tubular bracing members, by considering the effects of diameter (D), wall thickness (H), pipe length (L) and the damage positions on the ultimate strength of tubular members. It is found that lateral damage can cause great reduction of the axial load capacity of tubular members. In addition, an approximate equation to predict the ultimate strength of tubular members based on the given damage depth is proposed.
机译:离岸结构的管状支撑构件可以从供应船舶维持碰撞损坏,这导致管状支撑构件的承载能力的劣化。本文基于先前的实验研究,本文介绍了轴向压缩下损坏管状支撑构件的最终强度的数值模拟,基于先前的实验研究,非线性有限元代码ABAQUS。通过考虑直径(D),壁厚(H),管长(L)和管状构件的极限强度的损坏位置,研究参数研究以研究损坏的管状支撑构件的负载能力。发现横向损坏会导致管状构件的轴向承载能力大大降低。另外,提出了一种基于给定损伤深度来预测管状构件的极限强度的近似方程。

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