Critical moment of timber cantilever under point end load F

被引：0
|
作者：
Balaz, I. J. [1 ]
Zivner, T. J. [1 ]
Kolekova, Y. P. [2 ]
机构：
[1] Slovak Univ Technol Bratislava, Fac Civil Engn, Dept Met & Timber Struct, Bratislava, Slovakia
[2] Slovak Univ Technol Bratislava, Fac Civil Engn, Dept Struct Mech, Bratislava, Slovakia
来源：
ADVANCES AND TRENDS IN ENGINEERING SCIENCES AND TECHNOLOGIES | 2016年
关键词：
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Lateral torsional stability of timber beams with monosymmetric cross-sections. Proposals based on large parametrical studies (Balaz 1999a, Balaz & Kolekova 1999a, Kolekova 1999a, b) given in (Balaz & Kolekova 2000a, b, 2002a, b) for calculation of elastic critical moment M-cr of beams under different loadings and various boundary conditions were accepted by prEN 1999-1-1: May 2004 and EN 1999-1-1: May 2007 for design of aluminium structures. They are used also for design of steel structures. This procedure may be used for design of timber structures too. Comparison and evaluation of different procedures for critical moments M-cr calculation for timber beams. Examples show advantages of authors procedure which is already used for design of metal structures. Use of Bessel functions for critical moments M-cr calculation.
引用
收藏
页码：21 / 26
页数：6
相关论文
共 50 条
  • [1] Critical moment of timber cantilever under uniform load q
    Balaz, I. J.
    Zivner, T. J.
    Kolekova, Y. P.
    [J]. ADVANCES AND TRENDS IN ENGINEERING SCIENCES AND TECHNOLOGIES, 2016, : 27 - 32
  • [2] Uniform strength for large deflections of cantilever beams under end point load
    Sageev Oore
    Mordecai Oore
    [J]. Structural and Multidisciplinary Optimization, 2009, 38 : 499 - 510
  • [3] Uniform strength for large deflections of cantilever beams under end point load
    Oore, Sageev
    Oore, Mordecai
    [J]. STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2009, 38 (05) : 499 - 510
  • [4] COMPARISON OF METHODS FOR LARGE DEFLECTION ANALYSIS OF A CANTILEVER BEAM UNDER FREE END POINT LOAD CASES
    Morsch, Femke M.
    Tolou, Nima
    Herder, Just L.
    [J]. PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE, VOL 7, PTS A AND B, 2010, : 183 - 191
  • [5] Large deflections of a cantilever beam under an inclined end load
    Mutyalarao, M.
    Bharathi, D.
    Rao, B. Nageswara
    [J]. APPLIED MATHEMATICS AND COMPUTATION, 2010, 217 (07) : 3607 - 3613
  • [6] The deflection of a cantilever bar rotated under end load.
    Hunter, W
    [J]. PROCEEDINGS OF THE CAMBRIDGE PHILOSOPHICAL SOCIETY, 1933, 29 : 423 - 439
  • [7] Large deflection of a cantilever beam with multiple geometric and/or material discontinuities under a concentrated end-point load
    Ramezanpour, Reza
    Nahvi, Hassan
    [J]. JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING, 2017, 39 (01) : 289 - 297
  • [8] Large deflection of a cantilever beam with multiple geometric and/or material discontinuities under a concentrated end-point load
    Reza Ramezanpour
    Hassan Nahvi
    [J]. Journal of the Brazilian Society of Mechanical Sciences and Engineering, 2017, 39 : 289 - 297
  • [9] The Approximate Solutions of Large Deflection of a Cantilever Beam under a Point Load
    Meng, Baochen
    Lian, Chencheng
    Zhang, Jun
    Jing, Huimin
    Wu, Rongxing
    Wang, Ji
    [J]. Mathematical Problems in Engineering, 2023, 2023
  • [10] Large deflection of a cantilever nano-beam under a vertical end load
    Chen, Ming
    [J]. ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 3387 - 3390
12345