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Analysis of the in-plane shear behaviour of FRP reinforced hollow brick masonry walls

  • Gabor, A. (Laboratoire Mecanique Materiaux Structures (L2MS)) ;
  • Ferrier, E. (Laboratoire Mecanique Materiaux Structures (L2MS)) ;
  • Jacquelin, E. (Laboratoire Mecanique Materiaux Structures (L2MS)) ;
  • Hamelin, P. (Laboratoire Mecanique Materiaux Structures (L2MS))
  • 투고 : 2003.05.26
  • 심사 : 2004.03.02
  • 발행 : 2005.02.20

초록

This paper presents an experimental as well as a numerical analysis of the in-plane shear behaviour of hollow, $870{\times}840{\times}100mm$ masonry walls, externally strengthened with FRP composites. The experimental approach is devoted to the evaluation of the effectiveness of different composite strengthening configurations and the methodology consists in the diagonal compression of masonry walls. The numerical study assesses the stress and strain state distribution in the unreinforced and strengthened panels using a commercial finite element code. The effect of FRP reinforcement on the masonry behaviour and the capability of modelling to forecast a representative failure mode of the unreinforced and reinforced masonry walls is investigated.

키워드

참고문헌

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피인용 문헌

  1. Modelling approaches of the in-plane shear behaviour of unreinforced and FRP strengthened masonry panels vol.74, pp.3, 2006, https://doi.org/10.1016/j.compstruct.2005.04.012
  2. Shear behavior of masonry panels strengthened by high strength steel cords vol.25, pp.2, 2011, https://doi.org/10.1016/j.conbuildmat.2010.05.014
  3. Shear behavior of unreinforced and reinforced masonry panels subjected to in situ diagonal compression tests vol.25, pp.12, 2011, https://doi.org/10.1016/j.conbuildmat.2011.01.009
  4. Homogenization methods for interface modeling in damaged masonry vol.46, pp.1, 2012, https://doi.org/10.1016/j.advengsoft.2010.09.009
  5. Numerical Investigation on the Influence of FRP Retrofit Layout and Geometry on the In-Plane Behavior of Masonry Walls vol.16, pp.6, 2012, https://doi.org/10.1061/(ASCE)CC.1943-5614.0000297
  6. Contribution to the modelling of interfaces in masonry construction vol.23, pp.6, 2009, https://doi.org/10.1016/j.conbuildmat.2008.10.011
  7. Identification of the representative crack length evolution in a multi-level interface model for quasi-brittle masonry vol.47, pp.22-23, 2010, https://doi.org/10.1016/j.ijsolstr.2010.06.024
  8. Multiscale Numerical Analysis of TRM-Reinforced Masonry under Diagonal Compression Tests vol.10, pp.11, 2005, https://doi.org/10.3390/buildings10110196