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建筑钢结构焊接T形接头残余应力试验分析OA

Experimental analysis of residual stress in welded T-joints of building steel structures

中文摘要英文摘要

利用盲孔法在试件上设定测点后,采用静态应变测试仪采集应力值,通过主应力与应变释放系数计算试件上各测点的残余应力.试验结果显示:焊脚尺寸增大直接导致残余应力数值提升,说明焊脚尺寸是影响残余应力大小的关键因素,二者呈正相关;焊接速度直接影响残余应力的峰值,在保证焊接质量的前提下,为抑制焊接过程中残余应力的产生,应提高焊接速度;当腹板厚度较薄时,焊件的横向残余应力表现为拉-压模式,当腹板厚度增加,残余应力的状态转变为拉-压-拉模式.

After setting measurement points on the specimen using the blind hole method,the stress values are collected by a static strain tester,and the residual stress at each measurement point on the specimen is calculated based on the principal stress and strain release coefficients.The experimental results show that an increase in the fillet weld size directly leads to a rise in the residual stress value,indicating that the fillet weld size is a key factor affecting the residual stress,with a positive correlation between the two.The welding speed directly influences the peak value of residual stress.Under the premise of ensuring welding quality,the welding speed should be increased to suppress the generation of residual stress during the welding process.When the web thickness is relatively thin,the transverse residual stress of the welded component manifests as a tension-compression mode.As the web thickness increases,the state of residual stress transitions to a tension-compression-tension mode.

敖建平

北京汇智诚建设发展有限公司 北京 101214

建筑钢结构焊接T形接头残余应力试验分析盲孔法应变释放系数

building steel structurewelding T-jointsresidual stressexperimental analysisblind hole methodstrain release factor

《金属加工(热加工)》 2026 (4)

53-57,64,6

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