Lijun Wang. TORSION AND FLEXURE BUCKLING OF CENTRALLY LOADED MEMBERS[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 37-64. doi: 10.13206/j.gjgS19112603
Citation: Lijun Wang. TORSION AND FLEXURE BUCKLING OF CENTRALLY LOADED MEMBERS[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 37-64. doi: 10.13206/j.gjgS19112603

TORSION AND FLEXURE BUCKLING OF CENTRALLY LOADED MEMBERS

doi: 10.13206/j.gjgS19112603
  • Received Date: 2019-09-02
  • Theoretical analysis and design method of buckling of centrally loaded members by torsion and flexure are introduced. Torsion and flexure buckling may occur for sections with one symmetrical axis or without any symmetrical axis. Torsion buckling may appear for sections with two symmetrical axes. For both situations, critical loads will be lower than Euler's critical load. According to elastic buckling theory, the design formula of torsion buckling as well as torsion and flexure buckling are provided in Standard for Design of Steel Structures (GB 50017-2017).
  • Bleich F. Buckling strength of metal structures[M]. New York:McGraw-Hill Book Company, Inc., 1952.
    Bleich F. Buckling Strength of metal structures[M]. New York:McGraw-Hill Book Company, Inc., 1952.
    Bleich F, Bleich H. Bending torsion and buckling of bars composed of thin walls[C]//Intern. Assoc. Bridge and Structural Eng. Berlin:1936:871.
    Bleich F, Bleich H. Bending Torsion and Buckling of Bars Composed of Thin Walls[C]//Intern. Assoc. Bridge and Structural Eng. Berlin:1936:871.
    Timoshenko S. Theory of bending, Torsion and buckling of thin-walled members of open cross section[J]. Jour. Franklin Inst., 1945. Doi:10. 1016/0016-0032(45)90013-5.
    Timoshenko S P. Theory of bending, torsion and buckling of thinwalled members of open cross section[J]. Jour. Franklin Inst., 1945. DOI:10. 1016/0016-0032(45) 90013-5.
    Timoshenko S, Gayley J. Theory of elastic stability[M]. 2nd Edition. Beijing:Science Press, 1966:243.
    铁木辛柯S P,盖莱J M. 弹性稳定理论[M]. 2版. 北京:科学出版社,1966.
    Chen S F. Local Buckling of T-section Compression Members[G]//Proceedings of Chen Shaofan on the Stem. Beijing:Science Press,2018.
    陈绍蕃. T形截面压杆的腹板局部屈曲[G]//陈绍蕃学术文集. 北京:科学出版社,2018.
    中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社,2018.
    Ministry of Housing and Urban-Rural Development of the People's Republic of China. Standard for design of steel structures:GB 50017-2017[S]. Beijing:China Architecture & Building Press,2018.
    陈绍蕃. 单角钢轴压杆件弹性和非弹性稳定承载力[J]. 建筑结构学报,2012,33(10):134-141.
    Chen S F. Elastic and inelastic stability capacity of single angle under axial compression[J]. Journal of Building Structures, 2012,33(10):134-141.
  • Relative Articles

    [1]QUAN Song, HUANG Lihua. Section Optimization of Elastic-Plastic Buckling of Cold-Formed Thin-Walled Lipped Channel Steel Column Based on Machine Learning[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(12): 10-17. doi: 10.13206/j.gjgS22032502
    [2]TONG Ji, TONG Gen-shu. Flexural-Torsional Buckling of Concrete-Filled Multicellular Steel Tube Walls[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(11): 1-23. doi: 10.13206/j.gjgS22070401
    [3]Haixiao Chen, Genshu Tong. Flexural-Torsional Capacity of Beam-Columns Beam-Columns with Box Section[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(9): 30-55. doi: 10.13206/j.gjgS22032603
    [4]ZHOU Jia, TONG Gen-shu. Flexural-Torsional Buckling Capacity of Beam-Columns with H-Section[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(10): 1-23. doi: 10.13206/j.gjgS22041701
    [5]Wenfu Zhang, Feng Ma, Kaijie Zhu, Bin Huang. Theoritical Study of Flexural-Torsional Buckling of Biaxial Symmetric Dumbbell-Shaped CFST Arches Based on Plate-Beam Theory[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(2): 13-21. doi: 10.13206/j.gjgS21090401
    [6]Lijun Wang. Design of Flexural Members[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(6): 55-64. doi: 10.13206/j.gjgS20052507
    [7]Genshu Tong. RATIONAL DESIGN OF CRANE RUNWAY GIRDERS[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 65-73. doi: 10.13206/j.gjgSE20020401
    [8]Lijun Wang. Design of axial compression member[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(4): 39-49. doi: 10.13206/j.gjgS20041302
  • Cited by

    Periodical cited type(2)

    1. 赵恒,肖珍. 考虑轴向变形下的细长压杆屈曲分析. 特种结构. 2024(03): 23-28 .
    2. 张岩峰. 基于DSMM法的工型截面梁结构的局部屈曲分析. 邵阳学院学报(自然科学版). 2022(03): 55-61 .

    Other cited types(0)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-0405101520
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 15.5 %FULLTEXT: 15.5 %META: 72.6 %META: 72.6 %PDF: 11.9 %PDF: 11.9 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 10.9 %其他: 10.9 %China: 0.2 %China: 0.2 %Eau Claire: 0.2 %Eau Claire: 0.2 %Malaysia: 0.2 %Malaysia: 0.2 %[]: 0.2 %[]: 0.2 %上海: 4.0 %上海: 4.0 %东莞: 0.2 %东莞: 0.2 %北京: 24.9 %北京: 24.9 %南京: 0.9 %南京: 0.9 %南通: 0.2 %南通: 0.2 %台州: 0.6 %台州: 0.6 %合肥: 0.2 %合肥: 0.2 %呼和浩特: 0.6 %呼和浩特: 0.6 %嘉兴: 0.2 %嘉兴: 0.2 %天津: 0.4 %天津: 0.4 %太原: 0.8 %太原: 0.8 %宁波: 1.1 %宁波: 1.1 %宣城: 0.4 %宣城: 0.4 %常州: 0.4 %常州: 0.4 %广州: 1.3 %广州: 1.3 %张家口: 3.8 %张家口: 3.8 %惠州: 0.2 %惠州: 0.2 %成都: 0.9 %成都: 0.9 %无锡: 0.4 %无锡: 0.4 %昆明: 0.4 %昆明: 0.4 %晋城: 0.8 %晋城: 0.8 %杭州: 0.4 %杭州: 0.4 %武汉: 2.5 %武汉: 2.5 %沈阳: 0.4 %沈阳: 0.4 %法兰克福: 0.6 %法兰克福: 0.6 %济南: 1.3 %济南: 1.3 %深圳: 0.2 %深圳: 0.2 %温州: 0.2 %温州: 0.2 %湖州: 0.4 %湖州: 0.4 %滁州: 0.2 %滁州: 0.2 %石家庄: 0.9 %石家庄: 0.9 %福州: 0.2 %福州: 0.2 %绍兴: 0.4 %绍兴: 0.4 %芒廷维尤: 8.1 %芒廷维尤: 8.1 %芜湖: 0.2 %芜湖: 0.2 %苏州: 0.4 %苏州: 0.4 %西宁: 25.3 %西宁: 25.3 %西安: 0.2 %西安: 0.2 %贵阳: 0.2 %贵阳: 0.2 %运城: 1.1 %运城: 1.1 %连云港: 0.2 %连云港: 0.2 %郑州: 0.2 %郑州: 0.2 %重庆: 0.8 %重庆: 0.8 %长沙: 0.2 %长沙: 0.2 %长治: 0.2 %长治: 0.2 %雅安: 0.2 %雅安: 0.2 %青岛: 1.1 %青岛: 1.1 %其他ChinaEau ClaireMalaysia[]上海东莞北京南京南通台州合肥呼和浩特嘉兴天津太原宁波宣城常州广州张家口惠州成都无锡昆明晋城杭州武汉沈阳法兰克福济南深圳温州湖州滁州石家庄福州绍兴芒廷维尤芜湖苏州西宁西安贵阳运城连云港郑州重庆长沙长治雅安青岛

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (426) PDF downloads(74) Cited by(2)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return