|Table of Contents|

Parameter Analysis on Overall Stiffness and Deformation Performance of TEMCOR Joints in Aluminum Alloy Shell Structures(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2019年03期
Page:
16-27
Research Field:
Publishing date:

Info

Title:
Parameter Analysis on Overall Stiffness and Deformation Performance of TEMCOR Joints in Aluminum Alloy Shell Structures
Author(s):
WANG Yuan-qing1 ZHANG Jun-guang23 ZHANG Ying1 LIU Ming3 LIU Xiao-chen4 OUYANG Yuan-wen5
(1. Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Tsinghua University, Beijing 100084, China; 2. Zengcheng Biguiyuan Property Development Co., Ltd., Guangzhou 510000, Guangdong, China; 3. School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China; 4. East China Architectural Design & Research Institute Co.,Ltd., Shanghai 200002, China; 5. Shanghai Tongzheng Aluminum Industry Co.,Ltd., Shanghai 200949, China)
Keywords:
aluminum alloy shell structure TEMCOR joint flexural capacity global stiffness deformation performance parameter analysis
PACS:
TU395
DOI:
-
Abstract:
Aiming at the status that the research on geometric parameters influence factor of aluminum alloy TEMCOR joints was less, a geometric parameter model was established based on the test piece PS1 and the general finite element software ABAQUS, and the influences of geometric parameters on the overall stiffness and deformation performance of disc joints were analyzed. The results show that when the plate thickness of aluminum alloy TEMCOR increases, the flexural capacity increases with small amplitude and the overall initial stiffness is not obvious; when the section height increases, the flexural capacity and initial stiffness of joints increase linearly and improve more obvious; when the thickness of the box web increases, the flexural capacity and initial stiffness of joints increase with large amplitude; the initial stiffness of the limb type member decreases slightly; when the thickness of I-shaped web increases, the flexural capacity of the joint and the initial stiffness of the limb shaped member are improved; the initial stiffness of the box member is linearly reduced; when the thickness of the box flange increases, the flexural capacity of the joint and the initial stiffness of the box member are improved obviously, but the initial stiffness of the limb type member is less affected; when the thickness of I-shaped flange increases, the flexural capacity of the joint and the initial stiffness of the box member are improved; the initial stiffness of the limb type member is linearly increased.

References:


[1] 薛 庆,赵崇贤,高 波,等.大跨度单层铝合金网壳结构安装技术[J].建筑施工,2012,33(12):1097-1099.
XUE Qing,ZHAO Chong-xian,GAO Bo,et al.Installation Technology for Long-span Single-layer Al Alloy Reticulated Shell Structure[J].Building Construction,2012,33(12):1097-1099.
[2]杨联萍,韦 申,张其林.铝合金空间网格结构研究现状及关键问题[J].建筑结构学报,2013,34(2):1-19.
YANG Lian-ping,WEI Shen,ZHANG Qi-lin.Aluminum Reticulated Spatial Structures:State of the Art and Key Issues[J].Journal of Building Structures,2013,34(2):1-19.
[3]侯和涛,孙林波.大跨铝网格结构体系的最新进展与创新[J].建筑钢结构进展,2004,6(1):45-49.
HOU He-tao,SUN Lin-bo.The Latest Development and Innovations in Clear Large Span Aluminum Lattice Structural System[J].Progress in Steel Building Structures,2004,6(1):45-49.
[4]王 俊,赵基达,蓝 天,等.大跨度空间结构发展历程与展望[J].建筑科学,2013,29(11):2-10.
WANG Jun,ZHAO Ji-da,LAN Tian,et al.Development Progress and Future Prospect of Large-span Spatial Structure[J].Building Science,2013,29(11):2-10.
[5]柳晓晨,王元清,石永久,等.铝合金网格结构的连接节点形式及其工程应用[J].工业建筑,2014,44(增):60-67.
LIU Xiao-chen,WANG Yuan-qing,SHI Yong-jiu,et al.Research and Engineering Applications of Joints Used in Aluminum Alloy Grid Structures[J].Industrial Construction,2014:44(S):60-67.
[6]郝成新,钱基宏,宋 涛,等.铝网架结构的研究与工程应用[J].建筑结构学报,2003,24(4):70-75.
HAO Cheng-xin,QIAN Ji-hong,SONG Tao,et al.Research and Application of Aluminium Alloy Grid Structure[J].Journal of Building Structures,2003,24(4):70-75.
[7]钱基宏.铝网架结构应用研究与实践[J]. 建筑钢结构进展,2008,10(1):58-62.
QIAN Ji-hong.Study and Application of Aluminum Space Frame Structures[J].Progress in Steel Building Structures,2008,10(1):58-62.
[8]李志强,雷光明.铝合金的特点及其在建筑结构中的应用[J].工业建筑,2007,37(增):1449-1452.
LI Zhi-qiang,LEI Guang-ming.Characteristics of Aluminum Alloy and Its Application in Building Structure[J].Industrial Construction,2007,37(S):1449-1452.
[9]刘光辉.铝合金材料在桥梁中的应用研究[J].黑龙江交通科技,2013(5):112,114.
LIU Guang-hui.Study on the Application of Aluminum Alloy Materials in Bridge[J].Communication Science and Technology Heilongjiang,2013(5):112,114.
[10]石永久,程 明,王元清.铝合金在建筑结构中的应用与研究[J].建筑科学,2005,21(6):7-11,20.
SHI Yong-jiu,CHENG Ming,WANG Yuan-qing.Application and Study of Aluminum Alloy in Building Structures[J]. Building Science,2005,21(6):7-11,20.
[11]王立维,杨 文,冯 远,等.中国现代五项赛事中心游泳击剑馆屋盖铝合金单层网壳结构设计[J].建筑结构,2010,40(9):73-76.
WANG Li-wei,YANG Wen,FENG Yuan,et al.Design on Single-layer Aluminum Shell Roof of Swimming and Sword Gymnasium of Chinese Modern Five Competition Center[J].Building Structure,2010,40(9):73-76.
[12]房庆强,赵金城.上海科技城单层铝合金椭球体网壳设计[J].建筑结构,2001,31(6):34-36.
FANG Qing-qiang,ZHAO Jin-cheng,LI Ya-ming.Design of the Aluminum Dome Shanghai Science and Technology Museum[J].Building Structure,2010,31(6):34-36.
[13]居其伟,朱丽娟.上海国际体操中心主馆铝结构穹顶设计介绍[J].建筑结构学报,1998,19(3):33-41.
JU Qi-wei,ZHU Li-juan.An Introduction to Aluminum Alloy Dome Roof Structure of Shanghai International Gymnastic Center[J].Journal of Building Structures,1998,19(3):33-41.
[14]赵金城,许洪明.上海科技馆单层网壳结构节点受力分析[J].工业建筑,2001,31(10):7-9.
ZHAO Jin-cheng,XU Hong-ming.Stress Analysis of the Joint of a Ellipsoidal Dome Structure in Shanghai Science and Technology Museum[J].Industrial Construction,2001,31(10):7-9.
[15]赖 盛.直径60 m储罐顶盖单层铝网壳结构节点的受力分析[J].石油化工设备技术,2007,28(4):11-14.
LAI Sheng.Stress Analysis of the Joint of 60 m Tank in Dia with an Aluminum Dome Structure[J].Petro-chemical Equipment Technology,2007,28(4):11-14.
[16]赖 盛,方小芳,刘宗良.大型储罐顶盖结构形式及铝合金网壳的应用[J].石油化工设备技术,2004,25(5):10-14.
LAI Sheng,FANG Xiao-fang,LIU Zong-liang.Structure Shape of Large Scale Storage Tank Roof and Application of Aluminum Alloy Mesh Shell[J].Petro-chemical Equipment Technology,2004,25(5):10-14.
[17]修维红,倪利刚,李永泰,等.直径60 m大型储罐罐顶球面网壳设计计算[J].石油和化工设备,2013,16(6):5-8.
XIU Wei-hong,NI Li-gang,LI Yong-tai,et al.Design and Calculation of Spherical Reticulated Shell for Large Storage Tank Roof with Diameter 60 m[J].Petro & Chemical Equipment,2013,16(6):5-8.
[18]王元清,柳晓晨,石永久,等.铝合金盘式节点静力性能的有限元参数分析[J].武汉大学学报:工学报,2017,50(5):688-696,732.
WANG Yuan-qing,LIU Xiao-chen,SHI Yong-jiu,et al.Parametric Analysis of Static Behavior for Aluminum Alloy TEMCOR Joints[J].Engineering Journal of Wuhan University,2017,50(5):688-696,732.
[19]王元清,柳晓晨,石永久,等.铝合金网壳箱形-工字形杆件盘式节点受力性能试验研究[J].建筑结构学报,2017,38(7):1-8.
WANG Yuan-qing,LIU Xiao-chen,SHI Yong-jiu,et al.Experimental Study on Mechanical Performance of Box-I Section Member TEMCOR Joints in Aluminum Alloy Shell Structures[J].Journal of Building Structures,2017,38(7):1-8.
[20]郭小农,熊 哲,罗永峰,等.铝合金板式节点承载性能试验研究[J].同济大学学报:自然科学版,2014,42(7):1024-1030.
GUO Xiao-nong,XONG Zhe,LUO Yong-feng,et al.Experimental Research on Load-bearing behavior of Aluminum Alloy Gusset Joint[J].Journal of Tongji University:Natural Science,2014,42(7):1024-1030.
[21]施 刚,罗 翠,王元清,等.铝合金网壳结构中新型铸铝节点受力性能试验研究[J].建筑结构学报,2012,33(3):70-79.
SHI Gang,LUO Cui,WANG Yuan-qing,et al.Experimental Study on Mechanical Performance of Novel Cast Aluminum Joints in Aluminum Reticulated Shell Structures[J].Journal of Building Structures,2012,33(3):70-79.
[22]邹 磊,戴国欣.铝合金穹顶圆盘盖板节点(TEMCOR节点)有限元分析[J].工业建筑,2009,29(增):604-612.
ZOU Lei,DAI Guo-xin.Finite Element Analysis of Disc Dome Joint(TEMCOR Node)of Aluminum Alloy Dome[J].Industrial Construction,2009,29(S):604-612.
[23]HASAN R,KISHI N,CHEN W F.A New Nonlinear Connection Classification System[J].Journal of Constructional Steel Research,1998,47(1/2):119-140.
[24]EN 1993-1-8:2005,Eurocode 3:Design of Steel Structures.Part 1-8:Design of Joints[S].

Memo

Memo:
-
Last Update: 2019-05-23