A semi-analytical analysis on beam-column ultimate strength with different initial deflections

被引：0
|
作者：
Li, Zhongwei [1 ]
Yu, Xiaochuan [1 ]
机构：
[1] Univ New Orleans, Sch Naval Architecture & Marine Engn, New Orleans, LA 70148 USA
来源：
WORLD JOURNAL OF ENGINEERING | 2016年 / 13卷 / 06期
关键词：
Beam-column; Geometrically exact beam; Plasticity; Ultimate strength;
D O I：
10.1108/WJE-09-2016-0081
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Purpose - A new beam-column ultimate strength calculation method has been developed and compared with nonlinear finite element analysis by ANSYS and ABAQUS. Design/methodology/approach - A computer code ULTBEAM2 based on this method has been used for one and three span beam-columns with I-shaped cross-section under axial compression. Findings - This paper studies the ultimate strength of beam-columns with various initial deflections of different shapes and magnitudes. Originality/value - The comparison of ULTBEAM2 and finite element analysis shows good agreement for all cases with different initial deflections.
引用
收藏
页码：487 / 493
页数：7
相关论文
共 50 条
  • [1] Ultimate strength prediction by semi-analytical analysis of stiffened plates with various boundary conditions
    Brubak, Lars
    Andersen, Hakon
    Hellesland, Jostein
    THIN-WALLED STRUCTURES, 2013, 62 : 28 - 36
  • [2] Investigation on ultimate shear strength of SRC interior beam-column joints
    Kitano, A
    Goto, Y
    Joh, O
    EARTHQUAKE RESISTANT ENGINEERING STRUCTURES II, 1999, : 3 - 12
  • [3] Tapered beam-column analysis by analytical solution
    Rezaiee-Pajand, Mohammad
    Masoodi, Amir R.
    Bambaeechee, Mohsen
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2019, 172 (11) : 789 - 804
  • [4] Investigation on ultimate shear strength of interior beam-column joints of SRC structure
    Graduate school of Engineering, Hokkaido Univ., Japan
    不详
    J. Struct. Constr. Eng., 2009, 636 (393-399):
  • [5] Fracture analysis of high-strength steel beam-column connections with initial defects
    Liao, Fangfang
    Zhang, Kaoshi
    Wang, Wei
    Chen, Yiyi
    Tang, Shukai
    Xue, Xiao
    Li, Chao
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 194
  • [6] Fracture analysis of high-strength steel beam-column connections with initial defects
    Liao, Fangfang
    Zhang, Kaoshi
    Wang, Wei
    Chen, Yiyi
    Tang, Shukai
    Xue, Xiao
    Li, Chao
    Journal of Constructional Steel Research, 2022, 194
  • [7] Model for the evaluation of the beam-column joint ultimate strength -a more simplified version
    Tsonos, Alexandros-Dimitrios G.
    EARTHQUAKES AND STRUCTURES, 2019, 16 (02) : 141 - 148
  • [8] Effect of the anchorage type on ultimate shear strength of reinforced concrete beam-column joint with different floor levels
    Dong T.
    Hanai N.
    Ninakawa T.
    AIJ Journal of Technology and Design, 2021, 27 (65) : 237 - 241
  • [9] Statistical analysis of slender composite beam-column strength
    Mirza, S.A.
    Skrabek, B.W.
    Journal of structural engineering New York, N.Y., 1992, 118 (05): : 1312 - 1332
  • [10] Second-order analysis of a beam-column on elastic foundation partially restrained axially with initial deflections and semirigid connections
    Areiza-Hurtado, Mauricio
    Dario Aristizabal-Ochoa, J.
    STRUCTURES, 2019, 20 : 134 - 146
12345