Research of Self Pre-Stress Test of Concrete-Filled Steel Tube Arch Rib

被引：0
|
作者：
Huang, Fuwei [1 ]
Yang, Haiting [2 ]
机构：
[1] State Key Lab Bridge Engn Struct Dynam, 33 Xuefu Rd, Chongqing 400067, Peoples R China
[2] Ningbo Commun Engn Qual Super Adm, Ningbo 315000, Zhejiang, Peoples R China
来源：
TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷
关键词：
concrete-filled steel tube rib; self pre-stress test; indirect test method;
D O I：
10.4028/www.scientific.net/AMR.446-449.1307
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Indirect test method of installing vibrating wire strain gauges as sensors in outer surface of steel tube rib is adopted to carry out the research of concrete-filled steel tube (CFST) self pre-stress test for a half-through CFST arch bridge with a main span of 240m. The results show that indirect test method is a practical approach for self pre-stress test, and the measured value of self pre-stress from this method is much smaller than that of being theoretically calculated by concrete free expansion ratio.
引用
收藏
页码：1307 / +
页数：2
相关论文
共 50 条
  • [1] Model test of concrete-filled steel tube arch rib segment
    Shao, Xu-Dong
    Cheng, Shang-Feng
    Li, Li-Feng
    Chang'an Daxue Xuebao (Ziran Kexue Ban)/Journal of Chang'an University (Natural Science Edition), 2003, 23 (04):
  • [2] Research on the Construction Control of Arch Rib of Concrete-filled Steel Tube Stiff Skeleton Arch Bridge
    Xu, Hong
    Zhou, Mi
    Wang, Yamei
    Xu, Ruilong
    Journal of Railway Engineering Society, 2022, 39 (09) : 50 - 55
  • [3] PARAMETRIC STUDY ON ULTIMATE BEARING CAPACITY OF CONCRETE-FILLED STEEL TUBE RIB ARCH
    Wang, Wei
    Qu, Wei-Lian
    PROCEEDINGS OF THE TENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS I AND II, 2008, : 810 - 814
  • [4] Creep behavior of concrete-filled steel tubular arch rib
    Peng, Jian-Xin
    Shao, Xu-Dong
    Cheng, Xiang-Yun
    Huang, Zheng-Yu
    Gongcheng Lixue/Engineering Mechanics, 2007, 24 (06): : 79 - 85
  • [5] Concrete-Filled Steel Tube Arch Bridges in China
    Zheng, Jielian
    Wang, Jianjun
    ENGINEERING, 2018, 4 (01) : 143 - 155
  • [6] Simulation of girth welding seam of large diameter arch rib of concrete-filled steel tube arch bridge
    Yang Y.
    Deng N.
    Guo X.
    Hanjie Xuebao/Transactions of the China Welding Institution, 2020, 41 (10): : 79 - 86
  • [7] Unified solution to ultimate bearing capacity of dumbbell shaped concrete-filled steel tube arch rib with initial stress
    Zhao, Jun-Hai
    Li, Yan
    Liang, Wen-Biao
    Zhu, Qian
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2012, 25 (05): : 58 - 66
  • [8] Self-prestress design of concrete-filled steel tube arch rib under sunshine-induced temperature
    Zhong, Mingquan
    Chen, Qinzong
    Zhai, Xiaochun
    PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON ARCH BRIDGES (ARCH '10), 2010, : 703 - 708
  • [9] Design Optimization of Concrete-Filled Steel Tube Arch Bridge
    Sun, Qiu-yan
    Yan, Rui-jun
    Li, Chang-yong
    3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 733 - 737
  • [10] The Stability Analysis of the Concrete-Filled Steel Tube Arch Bridge
    Sun, Qiu-yan
    Qian, Xiao-jun
    3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 748 - 753
12345