Experiments and Numerical Simulations for the Intersecting Joints of the Steel Structure of Shenzhen Universiade Comprehensive Transportation Hub Station
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摘要: 为研究深圳大运综合交通枢纽站房钢结构的圆主管倒梯形支管相贯节点的受力性能,对1个足尺寸节点试件开展了加载试验,并采用有限元软件ABAQUS进行数值模拟,试验结果与数值模拟结果拟合较好,节点在设计荷载下处于弹性状态,2.3倍设计荷载下节点无法继续承载进而发生破坏。基于验证可靠的有限元模型,研究了相关参数对节点承载力的影响规律:增大支管上下翼缘宽度与主管外径之比、支管与主管轴线之间夹角可以提高节点承载力,此外提出了倒梯形截面支管相贯节点的承载力截面修正系数计算公式,为工程设计提供了依据。Abstract: To investigate the mechanical properties of the circular main pipe intersecting with the inverted trapezoidal branch pipe at the station building of Shenzhen Universiade Comprehensive Transportation Hub, full-scale joint specimens were subjected to loading tests, and numerical simulations were conducted by using the ABAQUS finite element software. The experimental results agreed well with the numerical simulations, demonstrating elastic behavior under design loads but failure occurred at 2.3 times the design load. Utilizing validated finite element models, the study examined the influence of various parameters on the bearing capacity of joints. Increasing the ratio of the flange width of the branch pipe to the outer diameter of the main pipe, as well as the angle between the axes of the branch pipe and the main pipe, could enhance the bearing capacity of the joint. Furthermore, a formula for calculating the bearing capacity correction factor of inverted trapezoidal section intersecting joints was proposed, offering a foundation for engineering design considerations.
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[1] 何远宾,郝际平,曾珂.T型、N型圆管相贯节点滞回性能实验[J].重庆大学学报,2008(7):730-734,739. [2] 黄炳生,邵启俊,梅亮,等.X型足尺相贯节点极限承载力试验研究[J].工业建筑,2016,46(3):119-123,107. [3] 孟宪德,陈以一,王伟.X形圆钢管相贯节点平面外受弯滞回模型研究[J].土木工程学报,2012,45(8):8-14. [4] 魏科丰,付伟飞.T型圆钢管相贯节点损伤分析及平面内弯曲刚度研究[J].工业建筑,2017,47(8):125-130. [5] YANG J, CHEN Y, HU K. Stress concentration factors of negative large eccentricity tubular N-joints under axial compressive loading in vertical brace[J]. Thin-Walled Structures,2015,96:359-371. [6] DODARAN N A, AHMADI H, LOTFOLLAHI-YAGHIN M A. Static strength of axially loaded tubular KT-joints at elevated temperatures: study of geometrical effects and parametric formulation[J]. Marine Structures,2018,61:282-308. [7] 王旭东,黄政华,韩涵.X型圆钢管相贯节点超低周疲劳裂纹萌生寿命预测[J].工业建筑,2022,52(5):83-89,225. [8] 中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017—2017[S].北京:中国建筑工业出版社,2018. [9] 张舒怡,欧云龙,黄亮,等.斜交网格Y型转换层节点受力性能试验[J].土木建筑与环境工程,2013,35(增刊2):114-120. [10] 刘远征,袁波,宋志丹.平面外弯矩作用下加劲肋加强T形方钢管相贯节点极限承载力研究[J].建筑钢结构进展,2017,19(4):43-52. [11] VICHIENSAMUTH T, PIMSARN M, TAKAHASHI K, et al. A simplified model of a reinforced square hollow section (SHS) T-joint for stress evaluation in bus superstructures[J].International Journal of Computer Applications in Technology, 2015, 52(4):228-236. [12] 张爱林,邵迪楠,张艳霞,等.北京新机场航站楼C形柱复杂钢管相贯节点受力性能研究[J].建筑结构学报,2019,40(3):210-220. [13] 赵鹏飞,钱基宏,赵基达,等.单项受力状态下矩形钢管相贯节点的承载力研究[J].建筑结构学报,2005,26(6):54-63. [14] 林锴恩. 带肋钢管相贯节点在弯剪扭复合内力作用下的力学性能研究[D].广州:华南理工大学,2018. [15] 杜新喜,尹鹏飞,袁焕鑫,等.空间相贯圆钢管节点受力性能试验研究与有限元分析[J].建筑结构,2018,48(9):83-87. [16] 赵必大,柯柯,姜文澜,等.矩形钢管偏心相贯节点的平面外抗弯性能研究[J].华中科技大学学报(自然科学版),2018,46(7):29-35. [17] YANG W J, DING H F, LAI X Z, et al. Automatic synthesis of planar simple joint mechanisms with up to 19 links[J]. Mechanism and Machine Theory,2017,113:193-207. [18] 全国钢标准化技术委员会.金属材料 拉伸试验 第 1 部分:室温试验方法:GB/T 228.1—2021[S].北京:中国标准出版社, 2021.
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