Analysis of reinforced concrete pier subjected to axial tension and bending

被引:0
|
作者
Tamura, T [1 ]
Shigematsu, T [1 ]
Hara, T [1 ]
Nakashiki, K [1 ]
机构
[1] Tokuyama Coll Technol, Tokuyama, Yamaguchi, Japan
关键词
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper reports the numerical results of the reinforced concrete pier that is subjected to axial tension and bending. For numerical analysis, the finite element approach using the three-dimensional nonlinear solid element is adopted. The parameters adopted here are axial force levels, reinforcing ratio and anchorage length of terminated main reinforcement. The numerical results agree with the results of Kawashima's experimental study. From the numerical results it becomes clear that the anchorage length of terminated main reinforcement is one of the important factors.
引用
收藏
页码:855 / 860
页数:4
相关论文
共 50 条
  • [1] Modeling tension in reinforced concrete members subjected to bending and axial load
    Polak, MA
    Blackwell, KG
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1998, 124 (09): : 1018 - 1024
  • [2] Resistance of reinforced concrete columns subjected to axial force and bending
    Lechman, Marek
    [J]. TRANSPORT RESEARCH ARENA TRA2016, 2016, 14 : 2411 - 2420
  • [3] The behavior of reinforced concrete columns subjected to axial force and biaxial bending
    Kim, JK
    Lee, SS
    [J]. ENGINEERING STRUCTURES, 2000, 22 (11) : 1518 - 1528
  • [4] Time-dependent analysis of reinforced concrete sections subjected to axial compression and biaxial bending
    Gilbert, R. I.
    Ranzi, G.
    [J]. INCORPORATING SUSTAINABLE PRACTICE IN MECHANICS OF STRUCTURES AND MATERIALS, 2011, : 167 - 172
  • [5] BUCKLING ANALYSIS ON A MICROCOMPUTER OF REINFORCED-CONCRETE BEAMS SUBJECTED TO AXIAL LOADS AND BIAXIAL BENDING
    MAJORANA, CE
    VITALIANI, R
    [J]. COMMUNICATIONS IN APPLIED NUMERICAL METHODS, 1987, 3 (05): : 381 - 395
  • [6] Composite Steel-Concrete Beams Subjected to Hogging Bending and Axial Tension
    Kirkland, B.
    Uy, B.
    [J]. STEEL CONCRETE COMPOSITE AND HYBRID STRUCTURES, 2009, : 151 - 156
  • [7] STRESS-STRAIN RESPONSE OF REINFORCED CONCRETE MEMBER SUBJECTED TO AXIAL TENSION
    Girdzius, Rokas
    Kaklauskas, Gintaris
    Zamblauskaite, Renata
    [J]. TECHNOLOGICAL AND ECONOMIC DEVELOPMENT OF ECONOMY, 2007, 13 (02) : 109 - 113
  • [8] PRACTICAL METHOD FOR ANALYSIS AND DESIGN OF SLENDER REINFORCED CONCRETE COLUMNS SUBJECTED TO BIAXIAL BENDING AND AXIAL LOADS
    Bouzid, T.
    Demagh, K.
    [J]. SLOVAK JOURNAL OF CIVIL ENGINEERING, 2011, 19 (01) : 24 - 32
  • [9] On optimal design of reinforced concrete columns subjected to combined biaxial bending and axial load
    Ibraheem, A. A.
    Pronina, Yu G.
    [J]. VESTNIK SANKT-PETERBURGSKOGO UNIVERSITETA SERIYA 10 PRIKLADNAYA MATEMATIKA INFORMATIKA PROTSESSY UPRAVLENIYA, 2022, 18 (02): : 218 - 230
  • [10] Numerical Modelling of Reinforced Concrete Slender Walls Subjected to Coupled Axial Tension–Flexure
    Xiaowei Cheng
    Haoyou Zhang
    [J]. International Journal of Concrete Structures and Materials, 2021, 15