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《Journal of Sichuan University of Science & Engineering(Natural Science Edition)》 2014-01
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Nonlinear Stability Analysis of Hingeless Parabolic Arch

SHEN Chengyue;HUANG Bin;School of Highway,Chang'an University;Six Department of the Second Harbor Engineering Company;  
Based on the finite element program ANSYS 10.0,considering the factors of geometrical nonlinearity and material nonlinearity,the whole elastic-plastic buckling process of hingeless parabolic arch were analyzed.The influence of the initial defects and rise-span ratio of arch structure,which are major factors on ultimate bearing capacity were analyzed.The calculation results showed that the greater the initial defects were,the smaller the ultimate bearing capacity will be;With the increase of rise-span ratio,the limit bearing capacity of hingeless parabolic arch buckling first increased then decreased,with an optimal rise-span ratio in theroy.
【Fund】: 中央高校基本科研业务费专项资金资助(CHD2009JC166)
【CateGory Index】: TU399;TU312.1
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Chinese Journal Full-text Database 5 Hits
1 DOU Chao,GUO Yan-lin(Department of Civil Engineering,Tsinghua University,Beijing 100084,China);STUDY ON FLEXURAL-TORSIONAL BUCKLING LOAD OF CIRCULAR ARCHES[J];Engineering Mechanics;2012-03
2 Qiao Caihong~1 Guo Yanlin~2 Cao Yusheng~1(1.Architectural and civil engineering institute of Inner Mongolia Polytechnic University,Hohhot 010051,China;2.Department of Civil Engineering,Tsinghua University,Beijing 100084,China);OUT-OF-PLANE STABILITY DESIGN OF PIN-ENDED CIRCULAR STEEL ARCH UNDER PURE COMPRESSION[J];Industrial Construction;2009-12
3 YI Zhuang-peng1,WANG Lian-hua2,TU Guang-ya1,TANG Gin-jing3(1.School of Civil Engineering and Architecture,Changsha University of Science and Technology, Changsha 410004,China;2.College of Civil Engineering,Hunan University,Changsha 410082, China;3.College of Civil Engineering,Tongji University,Shanghai 200092,China);The in-plane buckling of elastic support circular arches considering the geometrical imperfections[J];Journal of Changsha University of Science & Technology(Natural Science);2011-03
4 Tong Genshu Xu Qiang (College of Civil Engineering and Architecture, Zhejiang University);NONLINEAR THEORY FOR ROUND CURVING BEAMS WITH I-SECTIONS[J];China Civil Engineering Journal;2004-04
5 LI Xue 1,LI Hong-nan 2,HUANG Lian-zhuang 3(1.No theast electric Power design institute,Changchun130021,China;2.State Key Laboratory of Costal and Offshore Engineering,Dalian University of Technology,Dalian116023,China;3.Liao Ning Electric Power Survey & Design Institute,Shenyang110005,China);Nonlinear buckling analysis of collapsed steel tower for 220kV Guajing Iced transmission line[J];Journal of Vibration and Shock;2009-05
Chinese Journal Full-text Database 10 Hits
1 ZHOU He-lin (Liuzhou City Investing & Construction Development Co., Ltd.,Liuzhou545001,China);Space model analysis for butterfly arc bridge in Zhongshan city Guangdong province[J];Building Science Research of Sichuan;2004-03
2 YANG Yong-yi,LIAO Hai-li,ZHENG Shi-xiong(School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China);The simulation of spatially unsteady seismic ground motion[J];Building Science Research of Sichuan;2005-06
3 LI Qiang-nian~1,FANG You-zhen~(1,2),WANG Zhi-hao~3 (1.College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China;2.Xi'an University of Architecture & Technology,Xi'an 710055,China;3.The Fifth Design Institute of Nuclear Industry Ministries,Zhengzhou 450052,China);Mechanics property analysis of steel structural frame for advertisement billboard[J];Sichuan Building Science;2006-01
4 LI Wang-he~(1,2),FANG You-zhen~(1,3)(1.College of Civil Engineering,Lanzhou Univ.of Technology,Lanzhou 730050,China;2.Landa Branch of Lanzhou Petrochemical Corps.,Lanzhou 730060,China;3.Xi'an Univ.of Architecture & Technology,Xi'an 710055,China);A case analysis of steel structure used in reconstruction of building[J];Sichuan Building Science;2006-03
5 HUANG Jizhuo1,WANG Zhan2,MA Renle3(1.Shantou University,Shantou 515063,China;2.Department of Civil Engineering,South China University of Technology,Guangzhou 510641,China;3.Tongji University,Shanghai 200092,China);Optimum design of semi-rigid steel frame[J];Sichuan Building Science;2007-04
6 QI Yongsheng 1,MI Xufeng 2,ZHOU Junwen 1 (1.Department of Civil Architecture,Changzhou Institute of Technology,Changzhou 213002,China; 2.School of Naval Architecture and Ocean Eng.,Jiangsu University of Science and Technology,Zhenjiang 212003,China);Mechanical analysis of influence of initial imperfections on beam-string system by FEA[J];Sichuan Building Science;2009-06
7 SUN Jin,WU Xiao,YANG Lijun(Dept.of Civil and Architectural Engineering,Hunan University of Arts and Science,Changde 415000,China);Study on buckling of continuous members with non-linear materials based on Lagrange multiplier method[J];Sichuan Building Science;2010-04
8 DING Shengguo,FU Bo(College of Civil Engineering,Guizhou University,Guiyang 550003,China);Critical load analysis of large span quadrangular-pyramid space truss[J];Sichuan Building Science;2011-05
9 LUO Shuai,LIU Hongjun(Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China);Study on the stay cable mitigation under the bridge deck excitation[J];Sichuan Building Science;2012-01
10 ZHAO Qing(Dept.of Civil Engineering,Anhui Institute of Architecture & Industry,Hefei 230022,China);Numerical simulation of the dynamic property of the beam bridge under the load of moving two-shaft vehicles[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-01
China Proceedings of conference Full-text Database 10 Hits
1 Wang Haibin~1,Jiang Lili~2,Zhang Chen~1,Yang Gang~1 (1 Dalian Maritime University,Dalian 116026; 2 Harbin University of Science and Technology Harbin 150080);Stability Analysis of Steel Members Strengthened with Carbon Fibre Which Have Initial Defects[A];[C];2006
2 JIANG Bin~1 ZHU Zhao-quan~2 WU Shuang-lan~1 (1.Department of Civil Engineering,Hohai University,Nanjing Jiangsu 210098,China 2.China Beijing Architecture Design & Research Institute Co.,Ltd.Shanghai Branch,Shanghai 200065,China);The Analysis of Effective Length Factors of One-bay One-story Beam-column with no Lateral Displacement under Primary Bending Moment[A];[C];2010
3 LUO Jianhui CHEN Zhengqing LIU Guangdong (College of Civil Engineering,Hunan University,Changsha 410082,China);Research on Instability Mechanism[A];[C];2007
4 TIAN Yi ZHOU Dong-hua (Civil Engineering Department of Kunming University of Science and Technology,Kunming 650024,China);Some discoveries about Eurocode 3 in checking local buckling[A];[C];2007
5 ~*DU Jin-sheng~1,KANG Jing-liang~2,LUO Xiao-feng~1 (1.Beijing Jiao Tong University,Beijing 100044,China;2.The 3rd Railway Survey & Design Institute,Tianjin 300142,China);STABILITY ANALYSIS OF HIGH-RISE PIERS CONSIDERING CONSTRUCTION DEFECTS AND INITIAL ECCENTRICITY[A];[C];2010
6 LUO Xiao-feng,~*DU Jin-sheng,LIU Hai-bin (School of Civil Engineering,Beijing Jiao Tong University,Beijing 100044,China);STABILITY AND SEISMIC ANALYSIS OF XIAO HUA GOU HIGH-RISE PIERS AND CONTINOUS RIGID FRAME BRIDGE[A];[C];2010
7 ZHANG Liang,SHI Min,ZENG Xiao-hui(Institute of Mechanics,Chinese Academy of Sciences,Beijing 100080,China);FREE VIBRATION OF CLAMPED-FREE SUPPORTED CURVED BEAM[A];[C];2012
8 LI Zheng-liang 1,2,YU Zhou 1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities,Chongqing University,Chongqing 400045,China);THE MODIFIED COEFFICIENT OF CALCULATED LENGTH FOR DOUBLE-ANGLE COMPOSITED CROSS-SECTION ECCENTRIC COMPRESSION MEMBER OF UHV TRANSMISSION TOWER[A];[C];2012
9 ZHAO Qiu 1,2(1.School of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China;2.Shenzhen Municipal Design & Research Institute Co.Ltd.,Shenzhen 518029,China);THE EFFECT OF WHOLE GEOMETRIC IMPERFECTION ON STABILITY BEARING CAPABILITY OF COMPRESSION U-RIB STIFFENED PLATE[A];[C];2012
10 ZANG Hong-wei, ZHU Er-yu (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Study of Dynamic Behavior on Steel-Concrete Composite Simple-Supported Track Beams[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Lin-lin,XIE Qiang,LI Jie(Department of Building Engineering of Tongji University,Shanghai 200092,China);Dynamic Wind-Induced Response Analysis of Multi-Tower-Line Coupled System of Transmission Line[J];Journal of Disaster Prevention and Mitigation Engineering;2006-03
2 Duan Lian (Xian Institute of Metallurgy and Construction Engineering);ANALYSIS OF LATERAL-TORSIONAL BUCKLING OF CURVED BEAMS[J];Engineering Mechanics;1989-03
3 XU Qiang , TONG Gen-shu (Zhejiang University, Hangzhou 310027);A GENERAL LINEAR THEORY FOR THIN-WALLED CURVED BEAMS WITH OPEN SECTIONS[J];Engineering Mechanics;2002-06
4 CHENG Peng , TONG Gen-shu (Zhejiang University, Hangzhou 310027, China);A GENERAL THEORY FOR IN-PLANE NONLINEAR ANALYSIS OF CIRCULAR ARCHES[J];Engineering Mechanics;2005-01
5 WEI Xing,LI Jun,LI Xiao-zhen,QIANG Shi-zhong(School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);IN-PLANE SECONDARY BUCKLING BEHAVIOR OF ELASTIC ARCHES[J];Engineering Mechanics;2007-01
6 XIONG Zhong-ming1 , WEI Jun2 , CAO Xin3 , WANG Jun-liang1(1.Key Laboratory of Structural Engineering and Earthquake Resistance of Ministry of Education, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China;2.College of Civil Engineering, Suzhou Science and Technology College, Suzhou, Jiangsu 215011, China;3.Shanxi Electric Power Exploration Design Institute, Taiyuan, Shanxi 030001, China);ANLYSES OF STABILITY AND IMPERFECTION EFEFCT OF 46.5m LONG-SPAN STEEL ARCH STRUCTURE WITH ARCH[J];Engineering Mechanics;2009-11
7 LU Jia-zheng,LIU Chun,CHEN Hong-dong,HU Bo-tao(Hunan Electric Power Test and Research Institute,Changsha 410007,China);Finite Element Calculation of 500 kV Iced Power Transmission System[J];High Voltage Engineering;2007-10
8 Xi Feng;Yang Jialing(Institute of Solid Mechanics,Beijing University of Aeronautics and Astronautics,Beijing,100083;THE DYNAMIC SNAP-THROUGH OF LAMINATED COMPOSITE SHALLOW ARCHES WITH INITIAL GEOMETRICAL IMPERFECTIONS[J];ACTA MECHANICA SOLIDA SINICA;1996-02
9 LIU Chun,LU Jia-zheng,CHEN Hong-dong(Hunan Electric Power Test and Research Institute,Changsha 410007,China);Cause analysis of tower falling down and ice accretion in Hunan 500kV power transmission line[J];Hunan Electric Power;2005-05
10 Han Qiang1,2 Huang Huai-wei1 Fan Xue-jun1(1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China;2.College of Architectural and Civil Engineering,Xinjiang University,Urumchi 830047,Xinjiang,China);Nonlinear Dynamic Buckling of Shallow Elastic Arch[J];Journal of South China University of Technology(Natural Science Edition);2010-03
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