Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Zhejiang University(Engineering Science)》 2014-01
Add to Favorite Get Latest Update

Bearing capacity of steel tubular joints under compression in direction of annular ribbed plate

SHEN Guo-hui;CHEN Zhen;XING Yue-long;GUO Yong;SUN Bing-nan;Department of Civil Engineering,Zhejiang University;Electric Power Design Institute of Zhejiang Province;  
Finite element simulations and full-scale tests were employed in order to analyze the bearing capacity of steel tubular joints under compression in the direction of annular ribbed plate.The results obtained from these two methods were compared.The physical meaning of the bearing strength of the joints regulated in the Chinese design code was clarified.The bearing strengths of the joints under different size parameters were calculated using finite element simulation,and the simulation results were compared with those calculated using the equations regulated by the Code.Results show that the load-displacement behaviors of the joint obtained using finite element simulations and full-scale tests are quite close.The bearing strengths of the joints increase with the thickness of the chord or the width of the annular ribbed plate or the thickness of the plate.The variation trends of bearing strengths of the joints with respect to the geometrical parameters of the joints obtained using finite element simulations are quite similar as those calculated with the equations regulated by the Code.
【Fund】: 国家自然科学基金资助项目(51178425)
【CateGory Index】: TU392.3
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 6 Hits
1 BAO Kanyuan1 , SHEN Guohui1 , SUN Bingnan1,2 , YE Yin3 , YANG Lixian1 (1. Department of Civil Engineering, Zhejiang University, Hangzhou, 310027, China; 2. Ningbo Institute of Technology, Ningbo, 315100, China; 3. Zhejiang Electric Power Designing Institute, Hangzhou 310007, China);EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS OF ULTIMATE STRENGTH OF STEEL TUBULAR K-JOINTS OF TALL TOWERS[J];Engineering Mechanics;2008-12
2 LIU Hong-jun1 , LI Zheng-liang1 , LI Mao-hua1,2 (1. Department of Civil Engineering, Chongqing University, Chongqing 400044, China; 2. China Electric Power Research Institute, Haidian District, Beijing 100055, China);STUDY OF ULTIMATE STRENGTH OF STEEL TUBULAR JOINT WITH ANNULAR RIBBED PLATE OF TRANSMISSION TOWERS[J];Engineering Mechanics;2010-10
3 SHEN Guo-hui1,CHEN Zhen1,GUO Yong2,XING Yue-long2,PAN Feng2,SUN Bing-nan1(1.Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China;2.Electric Power Design Institute of Zhejiang Province,Hangzhou 310007,China);FINITE ELEMENT SIMULATION METHODS APPLIED TO BOLTED GUSSET PLATES USED AS SHEAR CONNECTORS[J];Engineering Mechanics;2013-01
4 Bai Qiang1,Zeng Desen1,Shu Aiqiang1,Li Zhengliang2(1 Central Southern China Electric Power Design Institute,Wuhan 430071,China; 2 Department of Civil Engineering,Chongqing University,Chongqing 400044,China);Analysis on strength of tube-gusset joints in steel tubular tower with annular ribbed plate[J];Building Structure;2012-02
5 XING Li~1,ZHAO Yang~1,DONG Shi-lin~1,GU Lei~2,FU Xue-yi~2(1.Space Structures Research Center,Zhejiang University,Hangzhou 310027,China;2.CSCEC National Swimming Center Design Consortium,Beijing 100029,China);Finite element analyses and experiments on welded spherical joints with rectangular tubes[J];Journal of Zhejiang University(Engineering Science);2006-09
6 ZHU Shi-zhe,LUO Yao-zhi,LOU Rong(Space Structure Research Center,Zhejiang University,Hangzhou 310027,China);Experimental investigation of X-joint in double-arch structure[J];Journal of Zhejiang University(Engineering Science);2008-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 JIN Xiaoqun 1,XING Li 1,ZHAO Diansheng2(1.Urban Construction College of Zhejiang Shuren University,Hangzhou 310015,China;2.Department of Civil Engineering,Zhejiang University of Technology,Hangzhou 310014,China);Finite element analysis of the welded hollow spherical joints connected with rectangular steel tubes[J];Sichuan Building Science;2010-03
2 YANG Zhong,XU Yun,CHEN Xujun,ZHANG Wenxu(College of Civil Engineering and Urban Construction,Jiujiang 332005,China);The 3-dimension seismic response analysis of reticulated shell[J];Sichuan Building Science;2012-01
3 HE Guang-ling(Deparrment of Building Engineering,Tongji University,Shanghai 200092,China);Determination of Critical Thickness of Stiff Roof in Coal Mine Based on Thick Plate Theory[J];Chinese Journal of Underground Space and Engineering;2009-04
4 AN Hu-ping1,2,SHENG Dong-fa3,YIN Guang-qiu3(1.College of Mechano-Electronics Engineering,Lanzhou University of Technology,Lanzhou 730050,China;2.Peili College of Engineering and Technology,Lanzhou City University,Lanzhou 730070,China;3.Department of Electromechanical and Automatic Engineering,Fujian University of Technology,Fuzhou 350108,China);Theories and applications of sliding line for metal cutting processes[J];Chinese Journal of Construction Machinery;2009-03
5 YI Xianren1, TAO Gaoliang2, HU Zailiang2 (1. Department of Structure Engineering and Mechanics, Wuhan University of technology, Wuhan 430070, China; 2. School of Civil Engineering and Architecture, Wuhan University of technology, Wuhan 430070, China);EFFECTS OF STRENGTHENING REINFORCED CONCRETE CHIMNEYS WITH PRESTRESSED HOOPS[J];Engineering Mechanics;2006-04
6 Liang Chenyu Luo Yaozhi Xu Xian Xu Jingmeng Zhong Zhouneng (Spatial Structures Research Center,Zhejiang University,Hangzhou 310058,China);EXPERIMENTAL RESEARCH AND FINITE ELEMENT ANALYSIS ON A WELDED JOINT WITH TUBES INTERSECTED AT TWO DIFFERENT POINTS[J];Steel Construction;2011-04
7 Yang Yong Li Jianfeng,Doctor,School of Mechanical Engineering,Shandong University,Jinan 250061,China;Design of New Type Orthogonal Milling Experiment based on Elastic-plastic Plane Strain Mechanics Principle[J];Tool Engineering;2009-03
8 Zhang Yuxian(Guilin University of Electronic Technology,Guilin,541004);THE PRINCIPLE AND ITS APPLICATION OF OPTIMAL DESIGN FOR SUPER HIGH PRESSURE CYLINDER[J];Acta Mechanica Solida Sinica;2006-S1
9 Chen Hong\ Wen Xiaogui(School of Civil Engineering,Zhejiang University\ Hangzhou\ 310027) Wu Huiming(Department of Civil Engineering,Ningbo University\ Ningbo\ 315200);STUDY ON SETTLEMENT OF COMPOSITE FOUNDATION UNDER RIGID OR FLEXIBLE BASE SLAB[J];Industrial Construction;2003-11
10 Guo Jian(College of Civil Engineering,Fuzhou University Fuzhou 350002)Sun Bingnan(Department of Civil Engineering,Zhejiang University Hangzhou 310027);THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER[J];Industrial Construction;2006-12
China Proceedings of conference Full-text Database 2 Hits
1 FAN Wen~(①②) YU Maohong~①LIN Yongliang~②CHEN Liwei~②WU Lihui~②(①School of Civil Engineering and Mechanics,Xi'an Jiaotong University,Xi'an 710049)(②School of Geological Engineering and Surveying Engineering,Chang'an University,Xi'an 710054);ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY[A];[C];2002
2 JU Yan-zhong , WANG De-hong , BAI Jun-feng , JIA Yu-zhuo , XIAO Qi (College of Civil Engineering and Architecture, Northeast Dianli University, Jilin 132012, China);PARAMETRIC ANALYSIS ON THE ULTIMATE STRENGTH OF TUBE-ANGLE COMBO TOWER JOINTS[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YU Shi-ce1 , SUN Bing-nan1 , Ye Yin2 , YING Jian-guo2 (1.Department of Civil Engineering, Zhejiang University, Hangzhou, 310027,China; 2.Zhejiang Electric Power Designing Institute, Hangzhou 310000,China);EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS OF ULTIMATE STRENGTH FOR STEEL TUBULAR JOINT OF TALL TOWERS[J];Engineering Mechanics;2004-03
2 BAO Kanyuan1 , SHEN Guohui1 , SUN Bingnan1,2 , YE Yin3 , YANG Lixian1 (1. Department of Civil Engineering, Zhejiang University, Hangzhou, 310027, China; 2. Ningbo Institute of Technology, Ningbo, 315100, China; 3. Zhejiang Electric Power Designing Institute, Hangzhou 310007, China);EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS OF ULTIMATE STRENGTH OF STEEL TUBULAR K-JOINTS OF TALL TOWERS[J];Engineering Mechanics;2008-12
3 Gu Zhengwei Sun Bingnan Tong Genshu (Zhejiang University Hangzhou 310027) Xu Hecai (Zhejiang Industrial Design Institute Hangzhou 310000);3D NONLINEAR FINITE ELEMENT ANALYSIS OF BOLTED-ANGLE STEEL CONNECTIONS[J];Steel Construction;2003-02
4 Kuang Zhenbin Sun Bingnan Gu Zhengwei (Dept.of Civil Engineering,Zhejiang University Hangzhou 310027);3-D NONLINEAR FINITE ELEMENT ANALYSIS OF EXTENDED END-PLATE CONNECTION[J];Steel Construction;2004-02
5 Guo Jian(College of Civil Engineering,Fuzhou University Fuzhou 350002)Sun Bingnan(Department of Civil Engineering,Zhejiang University Hangzhou 310027);THE WHOLE COURSE ANALYSIS OF FAILURE BEHAVIOR OF TUBE-GUSSET JOINT IN STEEL TUBULAR TOWER[J];Industrial Construction;2006-12
6 Yao Nianliang Dong Ming Yang Lianping;Analysis of the Bearing Capacity of the Welded Spherical Joint[J];Building Structure;2000-04
7 CHEN Yiyi 1, WANG Wei 1, ZHAO Xianzhong 1,JIANG Xiaoying 2, BAI Xiang 2, ZHAO Zhaoyi 2 (1 Tongji University,Shanghai 200092,China; 2 China Southwest Building Design and Research Institute,Chengdu 610081,China);Experiments on Bending Rigidity and Resistance of Unstiffened Tubular Joints[J];Journal of Building Structures;2001-06
8 CHEN Yiyi1, SHEN Zuyan1, ZHAI Hong1, CHEN Yangji1, CHEN Rongyi2, YANG Shuyong3, GONG Mosong3 (1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092,China; 2. Guangzhou Land Exploitation Center, Guangzhou 510420,China; 3. Architectural Design and Research Institute, South China University of Technology, Guangzhou 510641,China);Experimental research on hysteretic property of unstiffened space tubular joints[J];Journal of Building Structures;2003-06
9 SHU Xingping~1, ZHU Shaoning~1,XIA Xinhong~2,YANG Xiao~2 1. Steel Structural Institute of Hunan University, Changsha 410082, China; 2. Hunan Provincial Architectural Institute, Changsha 410011, China;Full-scale experiment research on CHS joints of steel roof of He Long Stadium in Changsha[J];Journal of Building Structures;2004-03
10 CHENG Rui1,HUANG Zongming1,SUN Bixiang2,CUI Jia1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.CDTI Engineering Corporation,Chongqing 400039,China);Experimental study and design of compressive behavior of gusset plates connected with single angle members[J];Journal of Building Structures;2009-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved