海上管状t形接头在静轴撑载荷下的结构可靠性评估

O. K. Olayinka, O. K. Olayinka, M. Obhuo
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引用次数: 0

摘要

本文对海洋结构中管状t型节点在轴向支撑作用下的结构可靠性评估进行了全面的研究。该研究将数值模拟和实验分析相结合,以了解这些节点的行为并评估其结构完整性。基于关节的热运动应力。数值研究表明,与脐带区域相比,支撑区域经历了更高的应力集中,在90度位置观察到最大的应力集中。实验结果证实了这些趋势,尽管数值和实验应力集中系数(SCFs)之间存在轻微差异,弦式和撑式的平均百分比差异约为12%。这种差异的可能原因是由于制造缺陷和限制方面的网格尺寸的部分软件。这些发现有助于了解管状t型接头的行为,并对设计缓解措施具有指导意义。进一步的研究需要分析更多的参数和完善设计准则,以提高管状t型接头在海上结构中的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural reliability assessment of offshore tubular t-joints under static axial brace loading
This paper presents a comprehensive study on the structural reliability assessment of tubular T-joints under axial brace loading in offshore structures. The investigation combines numerical modeling and experimental analysis to understand the behavior of these joints and assess their structural integrity. Based on Hot sport stresses in the joints. The numerical investigation reveals that the brace region experiences higher stress concentrations compared to the cord region, with maximum stress concentrations observed at the 90-degree position. Experimental results confirm these trends, although slight discrepancies exist between numerical and experimental stress concentration factors (SCFs), with percentage difference of about 12 percent on the average for both Chord and Brace. The likely cause of this discrepancies is due to Fabrication imperfections and limitation in terms of Mesh size on the part of the software. The findings contribute to the knowledge of tubular T-joint behavior and have implications for designing mitigation measures. Further research is needed to analyze additional parameters and refine design guidelines to enhance the performance of tubular T-joints in offshore structures.
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