Centrifuge testing of model masonry arch bridges

被引:4
|
作者
Davies, MCR [1 ]
Hughes, TG
Taunton, PR
机构
[1] Univ Dundee, Dundee DD1 4HN, Scotland
[2] Univ Wales, Cardiff Geotech Centrifuge Ctr, Cardiff CF1 3NS, S Glam, Wales
[3] Univ Wales, Cardiff Sch Engn, Cardiff CF1 3NS, S Glam, Wales
关键词
brickwork & masonry; bridges; models (physical);
D O I
10.1680/igeng.1998.30469
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The effect of gravity is fundamental in the behaviour of masonry arch bridges, but previous laboratory testing of scale model arches has ignored its effect. A series of centrifuge tests on scale models constructed using real masonry materials is described the first model arch bridges to be tested in a correctly scaled gravity field. The test geometry was chosen to enable direct comparison with a previous series of tests on 3 m span arches carried out under laboratory conditions. The failure mechanisms, stiffness and scaled failure loads are compared with those of the prototype tests. The test programme demonstrates that centifuge modelling is a valuable technique, considerably extending the usefulness of model testing in masonry research.
引用
收藏
页码:141 / 145
页数:5
相关论文
共 50 条
  • [1] Dynamic testing of masonry arch bridges
    Bintrim, JW
    Laman, JA
    Boothby, TE
    ARCH BRIDGES: HISTORY, ANALYSIS, ASSESSMENT, MAINTENANCE AND REPAIR, 1998, : 295 - 303
  • [2] Radar testing of masonry arch bridges with soil backfill
    Colla, C
    McCann, DM
    Forde, MC
    ARCH BRIDGES: HISTORY, ANALYSIS, ASSESSMENT, MAINTENANCE AND REPAIR, 1998, : 253 - 261
  • [3] THE PERFORMANCE OF MASONRY ARCH BRIDGES
    PAGE, J
    LIFE OF STRUCTURES: PHYSICAL TESTING, 1989, : 318 - 326
  • [4] Restoration of masonry arch bridges
    Wilmers, Wilhelm
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2012, 165 (03) : 135 - 146
  • [5] An analytical model to determine the ultimate load on masonry arch bridges
    Audenaert, Amaryllis
    Peremans, Herbert
    Reniers, Genserik
    JOURNAL OF ENGINEERING MATHEMATICS, 2007, 59 (03) : 323 - 336
  • [6] Progressive cracking of masonry arch bridges
    Gibbons, Niamh
    Fanning, Paul J.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 2016, 169 (02) : 93 - 112
  • [7] Geotechnical aspects of masonry arch bridges
    Swift, G. M.
    Melbourne, C.
    Wang, J.
    Gilbert, M.
    Smith, C.
    ADVANCES IN TRANSPORTATION GEOTECHNICS, 2008, : 459 - +
  • [8] Lateral loading on masonry arch bridges
    Van, Der Cruyssen, David
    Beeby, Andrew
    Structural Engineer, 2000, 78 (12): : 14 - 17
  • [9] Optimal design of masonry arch bridges
    Peng, D. M.
    Chen, Y. Y.
    Jiang, R. J.
    Fairfield, C. A.
    PROCEEDINGS OF THE 6TH INTERNATIONAL CONFERENCE ON ARCH BRIDGES (ARCH '10), 2010, : 674 - 682
  • [10] Load rating of masonry arch bridges
    Boothby, Thomas E.
    Journal of Bridge Engineering, 2001, 6 (02) : 79 - 86