管道系统弯头应力增强因素分析

Zhuang Sun, Hongyan Zhang
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引用次数: 0

摘要

为研究二次应力校核中管弯头的应力强化效果,以工程中常用的u型管道为研究对象。建立了弯管应力分析实验平台,测量了弯管在位移荷载作用下的最大应力,并与有限元分析结果和ASME B31.3规范进行了对比。在此基础上,提出了弯头应力增强系数(SIF)的修正公式,并研究了壁厚和弯曲半径对弯头应力分布的影响。结果表明:管道位移对弯头应力影响显著,弯头应力随着面内位移载荷的增大而增大;为了保证管道构件的结构完整性和可靠的工作条件,在设计弯道时需要考虑管道位移。在此基础上,提出了面内弯头SIF的修正计算公式。与ASME规范公式相比,该公式考虑了管道位移对弯头应力的影响,更接近实际弯头应力值。有限元分析得到的弯头应力值与实验值基本吻合,平均误差小于5.16%。随着弯曲半径和壁厚的同时增加,SIF减小。当增加上述任何一个参数,并保持其他参数不变时,SIF减小。管道位移对SIF的影响在弯曲半径较短时更大,随着弯曲半径的增大而减小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of Elbow Stress Intensification Factors for Piping System
: In order to study the stress intensification effect of pipe elbow in the secondary stress check, the U-shaped pipeline commonly used in engineering was taken as the research object. The experiment platform for analysing pipe elbow stress was established, and the maximum stress with the displacement load was measured and compared with the results of the finite element analysis results and ASME B31.3 Code. On this basis, a correction formula calculating the Stress Intensification Factor (SIF) of elbows was proposed, and the influence of the wall thickness and the bend radius on the elbow stress distribution was studied. The results showed that pipeline displacement significantly affects stress for pipe bends, the stress of the elbow increased with in-plane displacement load. To ensure structural integrity for reliable working conditions for piping components, pipe displacement needs to be considered when designing bends. On this basis, a modified formula for calculating the SIF of in-plane elbow is proposed. Compared with the ASME code formula, this formula is closer to the actual stress value of the elbow due to considers the influence of pipe displacement on elbow stress. The stress value of the elbow obtained by finite element analysis essentially in agreement with the experimental value, and the average error is less than 5.16%. With simultaneous increase in bend radius and wall thickness there is a reduction in SIF. When either of the above parameters is increased on, and keeping others constant the SIF decreases. The influence of pipeline displacement on SIF is more for short bend radius and its effect decreases with increased bend radius.
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