激光熔融316L不锈钢方管T形相贯节点的轴压性能OA
Axial compression performance of square 316L stainless steel tubular T-joints fabricated by selective laser melting additive manufacturing
为研究选择性激光熔融(SLM)技术制造一体成形不锈钢方管T形相贯节点的受力性能,采用316L不锈钢粉末打印制作不同宽度比、宽厚比和厚度比的12个相贯节点,利用三维激光扫描得到节点主要几何参数,分析成形精度及表面特征;通过轴压加载试验,获得节点的失效模式、荷载-变形曲线以及关键性能参数;评估承载力试验结果和国内外相关标准中承载力预测结果的差异.研究结果显示:对于相同主管截面边长的试件,承载力随宽度比由0.6增大到1.0而大幅上升,最大达到近10倍,并出现不同失效模式;节点承载力影响因素依次为起控制作用的宽度比、有一定影响的宽厚比和影响较小的厚度比;节点的失效模式包括主管翼缘塑性失效、主管腹板屈曲失效以及组合失效模式,同时个别节点涉及支管局部屈曲失效;若干节点的承载力试验值低于GB 50017-2017《钢结构设计标准》的预测值,按其进行承载力设计存在可能过高预测引起的安全风险;依据国际CIDECT与欧洲EN 1993-1-8:2020预测承载力,其值总体为试验值的下限,按其进行承载力设计偏于安全.
To investigate the mechanical properties of the integrally formed square stainless steel tubular T-joints fabricated by selective laser melting(SLM).12 square tubular T-joints using 316L stainless steel power with varying width ratios,width-to-thickness ratios,and thickness ratios were printed.The main geometric parameters of the T-joints were obtained via three-dimensional laser scanning,and the forming accuracy and surface features were analyzed.Axial compression tests were then conducted to obtain the failure modes,load-deformation curves and key performance parameters of the T-joints.The differences between the bearing capacity test results and the bearing capacity predictions given by relevant domestic and international standards were evaluated.The results show that for specimens with the same side length of the chord tubular section,the bearing capacity significantly increased as the width ratio gone from 0.6 to 1.0,reaching nearly 10 times the original value and exhibiting various failure modes.The factors influencing the bearing capacity of the joints were,in order of importance,the width ratio,which played a controlling roll,the width-to-thickness ratio,which had a certain influence,and the thickness ratio,which had a relatively small influence.The failure modes of the T-joints included plastic failure of the chord flange,buckling failure of the chord web and combined failure modes,with local buckling of the brace involved in some specimens.For several T-joints,the measured bearing capacities were lower than the predictions of the Chinese standard GB 50017-2017;thus,design based on this standard may be non-conservative.The bearing capacity predictions of the international standard CIDECT and the European standard EN 1993-1-8:2020 generally provided the lower-bound values relative to the test values,indicating that design based on these standards is safe.
王震;李星志;方睿;张炜炜;叶俊;赵阳
绍兴大学 土木工程学院,浙江 绍兴 312000||浙江大学 建筑工程学院,浙江 杭州 310058浙江大学 建筑工程学院,浙江 杭州 310058同创工程设计有限公司,浙江 绍兴 312000同创工程设计有限公司,浙江 绍兴 312000浙江大学 建筑工程学院,浙江 杭州 310058绍兴大学 土木工程学院,浙江 绍兴 312000||浙江大学 建筑工程学院,浙江 杭州 310058
建筑与水利
不锈钢方管金属增材制造T形相贯节点几何测量轴压试验轴压性能
stainless steel square tubularmetal additive manufacturingT-shaped intersection jointgeometrical measurementaxial compression testaxial compression performance
《建筑结构学报》 2026 (5)
82-93,12
国家自然科学基金项目(52078452,52208215),浙江省基础公益研究计划项目(LGG22E080005),绍兴市科技计划项目(2024B13004).
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