首页|基于结构应力法的对接焊缝应力集中效应研究

基于结构应力法的对接焊缝应力集中效应研究

Study on Stress Concentration Effect of Butt Weld based on Structural Stress Method

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为探明对接焊缝应力集中的几何影响因素,基于结构应力法建立有限元模型分析过渡半径、焊缝余高、焊缝宽度、板厚等参数变化对焊趾截面应力集中的影响,并在此基础上对不同结构形式的对接焊缝不等厚(宽)板的影响因素进行分析.结果表明:增大圆弧过渡半径,可以减小焊趾处的应力集中系数,过渡半径从0 mm变化到6 mm,应力集中系数降幅可达15.8%;随着余高的增加应力集中系数增大,在不设圆弧过渡,焊缝余高从0 mm变化到6 mm时结构应力集中系数增长28.6%,并且余高的存在扩大了板厚对应力集中的影响;焊缝宽度对对接焊缝应力集中的影响较小,随着焊缝宽度的增加,应力集中系数波动幅度在2.3%内;不等厚板对接时,坡度1∶4与等厚板的应力集中系数相差最大为90.5%;不等宽板对接时,坡度1∶4与等宽板的应力集中系数相差最大为5%.
In order to find out the geometric influencing factors of the stress concentration of butt welds,based on the structural stress method,a finite element model was established to analyze the influence of the transition radius,weld height,weld width,plate thickness and other parameters on the stress concentration of the weld toe section.On this basis,the influencing factors of different structural forms of butt weld with unequal thickness(width)plate are analyzed.The results show that increasing the arc transition radius can reduce the stress concentration factor at the weld toe.When the transition radius changes from 0 mm to 6 mm,the stress concentration factor decreases by 15.8%.The stress concentration factor increases with the increase of weld height.Without arc transition,the stress concentration factor increases by 28.6%when the weld height increases from 0 mm to 6 mm,and the influence of plate thickness on stress concentration is expanded.The weld width has little effect on the stress concentration of butt weld,and the stress concentration factor fluctuates within 2.3%with the increase of weld width.When the unequal-thickness plates are butted,the difference between the stress concentration factor of the 1∶4 slope and the equal-thickness plate is at most 90.5%;when the unequal-width plates are butted,the difference between the stress concentration factor of the 1∶4 slope and the constant-width plate is at most 5%.

butt weldunequal thickness(width)platestress concentration factorstructural formstructural stress

赵秋、林铮哲、郭杨斌、游鹏飞

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福州大学 土木工程学院,福建 福州 350116

对接焊缝 不等厚(宽)板 应力集中系数 构造形式 结构应力

国家自然科学基金国家自然科学基金

5147812051108087

2023

宁夏大学学报(自然科学版)
宁夏大学

宁夏大学学报(自然科学版)

CSTPCD
影响因子:0.377
ISSN:0253-2328
年,卷(期):2023.44(4)
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