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Numerical Simulation of Steel Lap Welded Pipe Joint Behavior in Seismic Conditions

机译:地震条件下钢管搭接焊管接头行为的数值模拟

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The present paper reports numerical calculations which complement experimental work reported in the companion paper entitled "Experimental Results of Steel Lap Welded Joints in Seismic Conditions", also presented in ASCE 2018 Pipelines Conference. Nonlinear finite element simulation tools are employed to investigate the bending capacity of internally-pressurized welded-lap 24-in-diameter pipeline joints, considering two thicknesses (0.135 in and 0.250 in). The work presented in this paper: (a) simulates numerically the seven large-scale experiments presented in detail in the companion paper; (b) elucidates some interesting issues of welded lap joint behavior under severe bending deformation. In the final part of the paper, based on the above experimental and numerical results, a discussion is offered on the design of welded lap joints in pipelines constructed in seismic areas.
机译:本论文报告了数值计算,该数值计算补充了在题为《地震条件下的钢搭接焊接接头的实验结果》的同伴论文中报告的实验工作,该论文也在ASCE 2018管道大会上发表。考虑到两个厚度(0.135英寸和0.250英寸),使用非线性有限元模拟工具来研究内部加压的搭接式24英寸直径管道接头的抗弯能力。本文介绍的工作:(a)对随附论文中详细介绍的七个大型实验进行数值模拟; (b)阐明了在严重弯曲变形下焊接搭接接头行为的一些有趣问题。在本文的最后部分,基于上述实验和数值结果,讨论了在地震地区建造的管道中焊接搭接接头的设计。

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