Full-Scale Test to Failure of a Prestressed Concrete Bridge in Kiruna

被引：0
|
作者：
Bagge, Niklas [1 ]
Blanksvard, Thomas [1 ]
Sas, Gabriel [1 ]
Bernspang, Lars [1 ]
Taljsten, Bjorn [1 ]
Carolin, Anders [2 ]
Elfgren, Lennart [1 ]
机构：
[1] Lulea Univ Technol, SE-97187 Lulea, Sweden
[2] Trafikverket, SE-97242 Lulea, Sweden
来源：
NORDIC CONCRETE RESEARCH | 2014年 / 50卷 / 02期
关键词：
Assessment; Pre-stress; Shear Resistance; Strengthening; Fibres; Reinforcement; Repair; Structural Design; Testing;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
To calibrate methods for condition assessment of prestressed concrete (PC) bridges, tests are planned for a 50 year old five-span bridge with a length of 121 m in Kiruna in northern Sweden. Both non-destructive and destructive full-scale tests will be performed. This paper summarises the test programme, which comprises evaluation of the structural behaviour of the bridge, the residual forces in the prestressed steel, methods for strengthening using carbon fibre reinforced polymers (CFRP) and the shear resistance of the bridge slab.
引用
收藏
页码：83 / 86
页数：4
相关论文
共 50 条
  • [1] FULL-SCALE TESTING OF A PRESTRESSED CONCRETE SEGMENTAL BRIDGE
    MCCLURE, RM
    WEST, HH
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 1984, 11 (03) : 505 - 515
  • [2] Full-scale testing of prestressed concrete bridge girders
    T. M. Ahlborn
    C. K. Shield
    C. W. French
    [J]. Experimental Techniques, 1997, 21 : 33 - 35
  • [3] Full-scale testing of prestressed concrete bridge girders
    Ahlborn, TM
    Shield, CK
    French, CW
    [J]. EXPERIMENTAL TECHNIQUES, 1997, 21 (01) : 33 - 35
  • [4] Full-scale modeling test on the prestressed bridge tower anchor zone
    Li, HX
    Chen, YS
    Li, SN
    [J]. NEW DEVELOPMENT IN ROCK MECHANICS AND ROCK ENGINEERING, PROCEEDINGS, 2002, : 219 - 222
  • [5] TEST TO FAILURE OF A PRESTRESSED CONCRETE BRIDGE
    LIBBY, JR
    [J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1975, 20 (01): : 101 - 102
  • [6] TEST TO FAILURE OF A PRESTRESSED CONCRETE BRIDGE
    BURDETTE, EG
    GOODPAST.DW
    [J]. JOURNAL PRESTRESSED CONCRETE INSTITUTE, 1974, 19 (03): : 92 - 103
  • [7] Full-Scale Model Test of Prestressed Segmental Precast Continuous Girder Bridge
    Shi, Xuefei
    Liu, Zhiquan
    Zhou, Zijie
    [J]. HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET, 2018, : 1263 - 1271
  • [8] Full-scale experimental investigation of prestressed concrete bridge girders strengthened with aluminium channels
    Elbatanouny, Elhussien
    Henderson, Alexander
    Ai, Li
    Laxman, C. k
    Ross, Brandon
    Cousins, Thomas
    Ziehl, Paul
    [J]. ENGINEERING STRUCTURES, 2024, 314
  • [9] Shear behavior of full-scale post-tensioned prestressed concrete bridge girders
    Oh, BH
    Kim, KS
    [J]. ACI STRUCTURAL JOURNAL, 2004, 101 (02) : 176 - 182
  • [10] Full-Scale Test of Continuity Diaphragms in Skewed Concrete Bridge Girders
    Saber, Aziz
    Alaywan, Walid
    [J]. JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (01) : 21 - 28
12345