激光焊接不锈钢T形截面短柱轴压截面承载力研究

STUDY ON CROSS-SECTIONAL RESISTANCE OF LASER-WELDED STAINLESS STEEL T-SECTION STUB COLUMNS UNDER AXIAL COMPRESSION

  • 摘要: 该文针对激光焊接不锈钢T形截面构件的残余应力和轴压截面承载力进行研究,试验部分开展了不锈钢材性试验、6个试件的纵向残余应力测定以及21个短柱试件的轴压试验,提出了构件的纵向残余应力简化分布模型,得出了短柱试件轴压的局部屈曲模态和截面承载力。利用ABAQUS建立短柱试件轴压有限元模型,基于试验结果验证有限元模拟加载的准确性,进而对219个短柱构件进行数值分析。结合试验和有限元模拟结果,对我国现行《不锈钢结构技术规程》CECS410:2015中构件轴压截面承载力设计方法针对激光焊接T形截面的适用性进行评估,表明现行规范设计方法计算结果偏于保守。通过引入应变硬化系数和调整有效宽度折减系数,对原有公式进行修正,修正后的设计公式适用于预测激光焊接不锈钢T形截面构件的轴压截面承载力。

     

    Abstract: It presents experimental and numerical studies on the residual stress and cross-sectional compression resistance of laser-welded stainless steel T-section stub columns. The material testing, 6 membrane residual stress measurements and 21 stub column tests were carried out in the testing program. A simplified distribution model for membrane residual stresses in laser-welded stainless steel T-section was proposed, and the local buckling mode and cross-sectional resistance of stub column under axial compression were obtained. The finite-element models of the tested stub column specimens were developed by ABAQUS, and the accuracy of the FE models was verified based on the test results. Then, parametric analysis was performed to analyze 219 FE models of laser-welded stainless steel T-section stub columns. Based on the test and parametric analysis results, the applicability of the design formulas of the cross-sectional compression resistance of stub columns in current Chinese code ‘Technical Specification for Stainless Steel Structures’ – CECS410:2015’ to laser-welded stainless steel T-section was evaluated. The evaluation shows that the design results of current Chinese specification are conservative. Through the introduction of strain hardening coefficient and adjusting the effective width reduction coefficient, the existing specification is modified. The modified design formulas can accurately predict the cross-sectional compression resistance of laser-welded stainless steel T-section stub columns.

     

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