Creep analysis of axially compressed high-strength Concrete Filled Steel Tubular columns

被引：0
|
作者：
Wang Yuanfeng [1 ]
Lei Yang [1 ]
Han Bing [1 ]
机构：
[1] Jiao Tong Univ, Sch Civil Engn & Architecture, Beijing 100044, Peoples R China
来源：
8th International Conference on Steel-Concrete Composite and Hybrid Structures, Proceedings | 2006年
关键词：
creep; high-strength CFST; axially compressed member; Model B3;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
On the basis of the Model B3 for concrete creep, a model to calculate creep of axially compressed high-strength Concrete Filled Steel Tubular (CFST) columns is constructed and some influencing factors to the column' s creep, such as steel ratio, stress ratio, are analyzed. According to the results gotten by the model, it can be concluded that the model B3 is applicable to high-strength CFST columns and can consider the effect of ratio of water to cement (w/c), aggregate to cement (a/c) and the type of cement.
引用
收藏
页码：196 / 201
页数：6
相关论文
共 50 条
  • [41] Axially loaded square concrete-filled steel tubular long columns made of high-strength materials: Experimental investigation, analytical behavior and design
    Li, Guo-Chang
    Chen, Bo-Wen
    Zhu, Bo-Wen
    Yang, Zhi-Jian
    Ge, Han-Bin
    Liu, Yao-Peng
    JOURNAL OF BUILDING ENGINEERING, 2022, 58
  • [42] Hysteretic performance of circular high-strength concrete-filled double skin steel tubular columns: Experiment
    Wang, Jian-Tao
    Sun, Qing
    Li, Yu-Wei
    Liu, Xiang-Hong
    MARINE STRUCTURES, 2024, 93
  • [43] Numerical analysis of high-strength concrete-filled steel tubular slender beam-columns under cyclic loading
    Patel, Vipulkumar Ishvarbhai
    Liang, Qing Quan
    Hadi, Muhammad N. S.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 92 : 183 - 194
  • [44] 08.17: Experimental behaviour of high-strength thin-walled concrete filled steel tubular stub columns
    Lume, Gavin (Gavin.Lume@sydney.edu.au), 1976, John Wiley and Sons Inc (01): : 2 - 3
  • [45] Experimental investigation on the seismic performance of square concrete/ ECC filled stiffened high-strength steel tubular columns
    Zhang, Zaiyu
    Guo, Xiaoyang
    Yang, Zixuan
    Zhou, Yanyu
    Chen, Keru
    Sun, Qing
    Tian, Penggang
    ENGINEERING STRUCTURES, 2024, 314
  • [46] Testing and analysis of axially loaded normal-strength recycled aggregate concrete filled steel tubular stub columns
    Wang, Yuyin
    Chen, Jie
    Geng, Yue
    ENGINEERING STRUCTURES, 2015, 86 : 192 - 212
  • [47] Fire behavior of axially loaded slender high strength concrete-filled tubular columns
    Romero, Manuel L.
    Moliner, V.
    Espinos, A.
    Ibanez, C.
    Hospitaler, A.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2011, 67 (12) : 1953 - 1965
  • [48] Performance of axially-loaded concrete-filled steel tubular circular columns using ultra-high strength concrete
    Song, Tian-Yi
    Xiang, Kai
    STRUCTURES, 2020, 24 : 163 - 176
  • [49] Evaluation of creep coefficient on concrete-filled steel tubular columns
    Acar, Mustafa Hilmi
    INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES, 2007, 14 (04) : 295 - 302
  • [50] Ultimate flexural strength of rectangular concrete-filled steel tubular beam-columns using high-strength materials
    Fujinaga, Takashi
    JAPAN ARCHITECTURAL REVIEW, 2023, 6 (01)
12345