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清华大学学报(自然科学版)  2020, Vol. 60 Issue (12): 967-976    DOI: 10.16511/j.cnki.qhdxxb.2020.25.033
  北京大兴国际机场 本期目录 | 过刊浏览 | 高级检索 |
北京大兴国际机场鼓形焊接空心球节点力学性能
陈志华1,2,温锁林1,刘红波1,2,*(),王小盾1,2,高昊天1,王留成3,朱邵宁3
1. 天津大学 建筑工程学院, 天津 300072
2. 天津大学 滨海土木工程结构与安全教育部重点实验室, 天津 300072
3. 浙江精工钢结构(集团)股份有限公司, 绍兴 312030
Mechanical properties of the drum-shaped welded hollow spherical joints of the Beijing Daxing International Airport
Zhihua CHEN1,2,Suolin WEN1,Hongbo LIU1,2,*(),Xiaodun WANG1,2,Haotian GAO1,Liucheng WANG3,Shaoning ZHU3
1. Department of Civil Engineering, Tianjin University, Tianjin 300072, China
2. Key Laboratory of Coastal Civil Engineering Structure and Safety Ministry of Education, Tianjin University, Tianjin 300072, China
3. Zhejiang & Jinggong Steel Structure(Group) Co., Ltd, Shaoxing 312030, China
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摘要 

北京大兴国际机场被英国《卫报》评选为“新世界七大奇迹”榜首。该文以北京大兴国际机场航站楼屋盖钢结构所采用的新型鼓形焊接空心球节点为研究对象,完成了鼓形焊接空心球节点足尺模型的抗拉和抗压破坏试验,揭示了节点的受力特点和失效机理;建立了精确的有限元数值模型,经试验数据验证后,研究了鼓面位置、是否加肋、鼓面数、壁厚、球径等因素对鼓形焊接空心球节点极限承载力的影响规律。在足尺试验和数值模拟研究成果基础上,提出了鼓形焊接空心球节点轴压和轴拉承载力计算公式与设计方法,为今后鼓形焊接空心球节点的分析与设计提供了技术支撑。

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陈志华
温锁林
刘红波
王小盾
高昊天
王留成
朱邵宁
关键词 钢结构北京大兴国际机场鼓形焊接空心球足尺破坏试验极限承载力计算    
Abstract

Beijing Daxing International Airport is ranked as one of the Top Seven Wonders of the New World by the Guardian. The airport uses drum-shaped welded hollow spherical joints in the steel roof structure. This study measured the tensile and compressive strengths of a full-scale model of the drum-shaped welded hollow spherical joints and analyzed the joint failure mechanism. A finite element model was then used to study the effects of the drum position, stiffening rib arrangement, drum size, wall thickness, and sphere diameter on the ultimate bearing capacity of the joints after verification of the model against test data. Design methods and calculational formulas were developed based on the full-scale test data and the finite element analyses to predict the axial tension and axial compression loadbearing capacities of drum-shaped welded hollow spherical joints.

Key wordssteel structures    Beijing Daxing International Airport    drum-shaped welded hollow spherical joints    full-scale failure tests    ultimate bearing capacity
收稿日期: 2020-05-13      出版日期: 2020-10-14
通讯作者: 刘红波     E-mail: hbliu@tju.edu.cn
引用本文:   
陈志华,温锁林,刘红波,王小盾,高昊天,王留成,朱邵宁. 北京大兴国际机场鼓形焊接空心球节点力学性能[J]. 清华大学学报(自然科学版), 2020, 60(12): 967-976.
Zhihua CHEN,Suolin WEN,Hongbo LIU,Xiaodun WANG,Haotian GAO,Liucheng WANG,Shaoning ZHU. Mechanical properties of the drum-shaped welded hollow spherical joints of the Beijing Daxing International Airport. Journal of Tsinghua University(Science and Technology), 2020, 60(12): 967-976.
链接本文:  
http://jst.tsinghuajournals.com/CN/10.16511/j.cnki.qhdxxb.2020.25.033  或          http://jst.tsinghuajournals.com/CN/Y2020/V60/I12/967
  北京大兴国际机场鸟瞰图
  鼓形焊接空心球节点
  鼓形焊接空心球节点试件示意图(单位:mm)
10.16511/j.cnki.qhdxxb.2020.25.033.T001

试件材料力学性能

试件部位 母材厚度/mm 屈服强度/MPa 抗拉强度/MPa 延伸率/%
焊接球 25 341 459 25
钢管 35 338 466 22
  
试件材料力学性能
  鼓形焊接空心球节点加载方案示意图
  鼓形焊接空心球节点应变测点布置图
  典型轴压试验破坏现象
  典型轴拉试验破坏现象
  鼓形焊接空心球节点荷载-位移曲线
10.16511/j.cnki.qhdxxb.2020.25.033.T002

鼓形焊接空心球节点试件的轴压和轴拉承载力

试件编号 Pt/kN Dist/mm Ptaver/kN Pf/kN $\frac{{{P_{\rm{f}}} - {P_{\rm{t}}}}}{{{P_{\rm{t}}}}}{\rm{\% }}$ Pp/kN $\frac{{{P_{\rm{p}}} - {P_{\rm{t}}}}}{{{P_{\rm{t}}}}}{\rm{\% }}$
WHS-1 10 069.7 40.33 9 872.7 9 953.7 -1.29 962.4-1.07
WHS-2 9 524.2 35.42 4.5 4.60
WHS-3 10 024.3 46.27 -0.7 -0.62
WHS-4 7 219.1 5.15 7 708.5 8 756.9 21.30 7 508.4 4.01
WHS-5 8 200.6 5.24 6.78 -8.44
WHS-6 7 653.4 6.55 14.42 -1.90

  注:Pt为试验承载力值,Dist为试验承载力对应的位移值,Ptaver为试验承载力平均值,Pf为有限元模拟承载力值,Pp为公式预测承载力值。

  
鼓形焊接空心球节点试件的轴压和轴拉承载力
  轴压试件典型位置处荷载-应变曲线
  轴拉试件典型位置处荷载-应变曲线
  材料本构模型
  鼓面到球心距离对鼓形空心球节点力学性能影响规律
  鼓面数量对空心球承载力的影响规律
  空心球壁厚对鼓形焊接空心球节点力学性能影响
  空心球直径对鼓形焊接空心球节点力学性能影响
  (网络版彩图)轴压承载力公式系数的拟合
  轴压有限元模拟结果与承载力公式计算结果比较
  (网络版彩图)轴拉承载力公式系数的拟合
  轴拉有限元模拟结果与承载力公式计算结果比较
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