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《Journal of University of Science and Technology Beijing》 2011-12
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Non-linear stability of stiffened plates considering initial imperfections

LUO Xiao-ling,SONG Bo,XU Xiao-hui School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China  
Initial imperfections in actual plate structures have impact on the structural stability and safety.Considering actual steel structures as a research background,with emphasis on the effect of initial imperfections,the nonlinear stability of stiffened plates was analyzed under the condition of different initial imperfection sizes,stiffener types,loading ways and boundaries.As for a simply supported plate,the thinner the plate,the more remarkable the influence of initial imperfections is.Considering the same initial imperfections,the nonlinear buckling value of flat steel is the largest.The influence of initial imperfections on the nonlinear stability of plates is large under uniaxial loading.Initial imperfections impact on a simply supported plate or a consolidated plate stable.
【Fund】: 国家自然科学基金资助项目(51078033)
【CateGory Index】: TU311.2
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Chinese Journal Full-text Database 4 Hits
1 ZHANG Tao,LIUTu-guang,ZHAO Yao,WANG Xian-zhou (College of Traffic and Engineering,Huazhong University of Science and Technology,Wuhan430074,China);Buckling and Postbuckling of Imperfect Stiffened Plates[J];Journal of Ship Mechanics;2003-01
2 *KANG Xiao-xian , QIANG Shi-zhong (School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China);EFFECT OF INITIAL IMPERFECTIONS ON THE ULTIMATE CAPACITY OF STEEL PLATED STRUCTURES[J];Engineering Mechanics;2009-06
3 WANG Xiao-feng1,2 QIN Rong2 LIU Guang-yan1,2 (1.Department of Civil Engineering, Guilin University of Technology, Guilin Guangxi 541004 China; 2.College of Civil and Architectural Engineering, Guangxi University, Nanning Guangxi 530004 China);Determination of Nonlinear Buckling Load of Structure with Initial Imperfection[J];Jiangsu Construction;2009-02
4 Feng Zhongqi;Hui Xingzhong;Lin Jiaji(Xi'an Institute of Metallurgy and Construction Engineering);Nonlinear Buckling Analysis of Rectangular Plateswith initial Imperfections[J];CHINESE JOURNAL OF APPLIED MECHANICS;1994-01
Chinese Journal Full-text Database 3 Hits
1 SONG Bo1),LI Chun-xia1),SUN Bei-dong1),WANG Li2),XU Ming-lei2)1) School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China2) Beijing Longyuan SP Power Environmental Protection Co. Ltd.,Beijing 100052,China;Numerical analysis on the structure of selective catalytic reduction reactors in a heat-engine plant based on large deformation[J];Journal of University of Science and Technology Beijing;2009-11
2 CHENG Lin(The 38th Research Institute of CETC,Hefei 230031,China);Stability Analysis of Composite Mast[J];Electro-Mechanical Engineering;2010-01
3 SI Bingjun1,HE Chen2,JIN Guoli1(1.Modern Project Examination Ltd.,Co.,Dalian University of Technology,Dalian China,116024;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian China,116024);Discrete Stiffening Analysis Method of Arched Corrugate Sheet-Truss Unitized Roof[J];Journal of Shenyang Jianzhu University(Natural Science);2010-04
China Proceedings of conference Full-text Database 1 Hits
1 YAN Jin, LIU Tu-guang, YU Xiao-fei (Department of Naval Architecture and Ocean Engineering, Huazhong University of Science and Technology, Wuhan 430074, China);Research for Impacting Buckling of Stiffened Plates and Stiffened Shells[A];[C];2004
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 LIN Yi-han,CHEN Shi-ping,WANG Yu-qin(Department of Mechanics and Engineering Science,Fudan University,Shanghai 200433,China);Three Dimensional Asymptotic Equations of Orthotropic Plates[J];Journal of Fudan University(Natural Science);2006-02
2 JIANG Feng-chang~(1,2),ZHU Ci-mian~1,XUE Jian-sheng~2,JIANG Ye~2(1.School of Civil Engineering,Tongji University,Shanghai 200092,China;2.Postdoctoral Research Station,Jiangsu No.1 Construction and Installation Co.,Ltd.,Taizhou 225300,Jiansu,China);Nonlinear Analysis of Load-Carrying Capacity for Bar Buckling Based on Arc-length Method[J];Building Science;2007-11
3 Zhang Liang-chi Dept. of Mechanics, Zhejiang UniversityYu Tong-xi Wang Ren Dept. of Mechanics. Beijing University (Peking University;THE PARADOX IN PLASTIC BUCKLING OF PLATES AND SHELLS AND THE RESEARCH PROGRESS[J];Advances In Mechanics;1990-01
4 MIAO Jiawu~1,XIAO Rucheng~1,PEI Minshan~2,ZHANG Xigang~2(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.China Highway Planning and Design Institute(HPDI) Consultants,Inc.,Beijing 100010,China);Summarized Comparison Study on Global Static Stability of the Su-Tong Cable-Stayed Bridge[J];Journal of Tongji University(Natural Science);2006-07
5 Wang Ronghui; Zeng Qingyuan; Wang Hai Long (Hunan University) (Changsha Railway University) (Tsinghua University);NONLINEAR FINITE ELEMENT ANALYSIS OF PLATE-TRUSS COMPOSITE STEEL GIRDER[J];;2000-02
6 Shen Hui-shen Zhang Jian-wu (Shanghai Jiaotong University, Shanghai);Perturbation Analyses for the Postbuckling of Simply Supported Rectangular Plates under Uniaxial Compression[J];Applied Mathematics and Mechanics;1988-08
7 Shen Hui-shen (Shanghai Jiaotong University, Shanghai);Elasto-Plastic Analysis for the Buckling and Postbuckling of Rectangular Plates under Uniaxial Compression[J];Applied Mathematics and Mechanics;1990-10
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