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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Amirtham, Rajagopal
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Topics
Publications (4/4 displayed)
- 2018Analytical and finite element studies on hybrid FRP strengthened RC column elements under axial and eccentric compressioncitations
- 2016Vibroacoustic Performance of Fiber Metal Laminates with Delaminationcitations
- 2014Plasticity based approach for failure modelling of unreinforced masonrycitations
- 2012Computational Homogenisation and Failure Modelling Of Periodic Composites
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document
Computational Homogenisation and Failure Modelling Of Periodic Composites
Abstract
Masonry and composite laminates are periodic in nature in their own plane. Masonry is a composite material made of units and mortar, normally arranged periodically. The combined action of brick and mortar will exhibit different directional properties. Finding the orthotropic properties or effective material properties from the individual material constituents is called the homogenisation. Less computational cost, user friendly mesh, and flexible to apply for large structures are advantages while using the homogenised properties. In this study we find the homogenised properties for unstrengthen masonry and also strengthened masonry using CFRP (inserted in bed joints). For composite laminates, homogenised properties can be found from modified rule of mixture.