Mechanical Behavior of Hollow Steel-Concrete Composite Columns with Perforated Ribs

被引：0
|
作者：
Zeng Yao [1 ]
Wu Chong [1 ]
机构：
[1] Tongji Univ, Dept Bridge Engn, Shanghai 200092, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷
关键词：
Composite columns; Perforated ribs; Axial test; Bearing capacity; FEA; PLASTIC-DAMAGE MODEL; BOX COLUMNS; ULTIMATE STRENGTH; DUCTILITY;
D O I：
10.4028/www.scientific.net/AMR.255-260.619
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Two different specimens of hollow composite columns with perforated ribs, one is the column with double steel skin and the other is with single steel skin, were designed for imposing axial compression test The tests indicated that both of the columns have a good bearing capacity and the column with double steel skin has a comparatively better bearing capacity than the one with single steel skin. Then comparisons between tests and finite element analysis (FEA) were preceded, which showed that not only the load-displacement relationship of the columns, but also a reasonable failure mode can be simulated by the finite element analysis.
引用
收藏
页码：619 / 623
页数：5
相关论文
共 50 条
  • [1] Mechanical Behavior of circular steel-concrete composite stub columns
    Johansson, M
    Gylltoft, K
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2002, 128 (08): : 1073 - 1081
  • [2] Fatigue behavior and failure mechanism of steel-concrete composite deck slabs with perforated ribs
    Xiang, Da
    Gu, Minjie
    Zou, Xiaojie
    Liu, Yuqing
    [J]. ENGINEERING STRUCTURES, 2022, 250
  • [3] Behaviour of steel-concrete composite columns
    Lakshmi, B
    Shanmugan, NE
    [J]. COMPOSITE AND HYBRID STRUCTURES, VOLS 1 AND 2, 2000, : 449 - 456
  • [4] Capacity of Composite Steel-Concrete Columns
    Rosmanit, Miroslav
    Parenica, Premysl
    [J]. CONCRETE AND CONCRETE STRUCTURES 2013 - 6TH INTERNATIONAL CONFERENCE, SLOVAKIA, 2013, 65 : 428 - 433
  • [5] Analysis of composite steel-concrete columns
    Gramblicka, S.
    Lelkes, A.
    [J]. STEEL STRUCTURES AND BRIDGES 2012 - 23RD CZECH AND SLOVAK INTERNATIONAL CONFERENCE, 2012, 40 : 247 - 252
  • [6] Behavior of composite columns in hollow steel section filled with concrete
    Fellah, F.
    Seridi, A.
    Othmani, N.
    [J]. IIND INTERNATIONAL SEMINAR INVACO - INNOVATION & VALORIZATION IN CIVIL ENGINEERING & CONSTRUCTION MATERIALS, 2012, 2
  • [7] Concrete confinement estimation in composite steel-concrete columns
    Szmigiera, E.
    Grzeszykowski, B.
    Szadkowska, M.
    [J]. RECENT PROGRESS IN STEEL AND COMPOSITE STRUCTURES, 2016, : 117 - 123
  • [8] Steel-concrete composite columns and cost comparative between steel columns and reinforced concrete columns
    Gomes Braga, Augusto Cezar
    Ferreira, Walnorio Graca
    [J]. REM-REVISTA ESCOLA DE MINAS, 2011, 64 (04) : 407 - 414
  • [9] Simulation of partially encased composite steel-concrete columns with steel columns
    Marinopoulou, A. A.
    Balopoulos, V. D.
    Kalfas, C. N.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2007, 63 (08) : 1058 - 1065
  • [10] Behavior of Slender Steel-Concrete Composite Columns Wrapped with FRP Jackets
    Karimi, Kian
    El-Dakhakhni, Wael W.
    Tait, Michael J.
    [J]. JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2012, 26 (05) : 590 - 599
12345