Abstract
In this paper a homogenization procedure is developed for a one-dimensional reinforced masonry problem, considering the progressive damage and plasticity of the mortar and the block. The brittle failure of the FRP reinforcement is accounted for. The delamination effect of the composite sheets from the masonry element is also modeled. A numerical procedure is developed to study the behavior of the reinforced masonry. Numerical applications regarding the axial and the bending response of the material are presented.
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References
El-Badry, M. (1996) Advanced Composite Materials in Bridges and Structures, 2nd International Conference, Montréal, Québec, Canada.
Triantafillou, T.C. (1996) Innovative strengthening of masonry monuments with composites. Proceedings of 2nd International Conference Advanced Composite Materials in Bridges and Structures. Montréal (Canada), August 11–14.
Schwegler, G. (1994) Masonry construction strengthened with fiber composites in seismically endangered zones. In: Proceedings of 10th European Conference on Earthquake Engineering, Vienna, Austria.
Luciano, R., Sacco, E. (1996) Behavior of masonry panels reinforced with FRP composites. In: Proceedings of 2nd International Conference Advanced Composite Materials in Bridges and Structures. El-Badry M. (Editor). Montréal (Canada), August 11–14.
Luciano, R., Sacco, E. (1998) Damage of masonry panels reinforced by FRP sheets. International Journal of Solids and Structures 35 1723–1741.
Luciano, R., Sacco, E. (1997) Homogenization technique and damage model for old masonry material. Int. J. Solids and Structures 34 3191–3208.
Marfia, S., Sacco, E. (2001). Homogenization technique and damage model for old masonry material. Int. J. Solids and Structures 34 3191–3208.
Bazant, Z.P., Planas, J. (1998) Fracture and Size Effects in Concrete and Other Quasibrittle Materials. CRC Press LLC.
Simo, J.C., Hughes, T.J.R. (1998) Computational Inelasticity, Springer-Verlag, New York.
Crisfield, M.A. (1991) Non-linear Finite Element Analysis of Solids and Structures, Vol. 1. John Wiley & Sons, England.
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© 2004 Springer-Verlag Berlin Heidelberg
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Marfia, S., Sacco, E. (2004). Micromechanical Analysis of Reinforced Masonry. In: Frémond, M., Maceri, F. (eds) Novel Approaches in Civil Engineering. Lecture Notes in Applied and Computational Mechanics, vol 14. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-45287-4_7
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DOI: https://doi.org/10.1007/978-3-540-45287-4_7
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-07529-2
Online ISBN: 978-3-540-45287-4
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