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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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Walker, Peter
University of Bath
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (16/16 displayed)
- 2018Comparative moisture and heat sorption properties of fibre and shiv derived from hemp and flaxcitations
- 2018The influence of constituents on the properties of the bio-aggregate composite hemp-limecitations
- 2016Variability of the mechanical properties of hemp concretecitations
- 2015Fire performance of metal-free timber connectionscitations
- 2014Screw connectors for thin topping, timber-concrete compositescitations
- 2014Numerical analysis of triplet shear test on brickwork masonrycitations
- 2014Monitoring hydration in lime-metakaolin composites using electrochemical impedance spectroscopy and nuclear magnetic resonance spectroscopycitations
- 2013Contemporary non-metallic timber connections
- 2012Drystone retaining walls: ductile engineering structures with tensile strengthcitations
- 2011Development of all-wood connections with plywood flitch plate and oak pegscitations
- 2010Development of non-metallic timber connections for contemporary applications
- 2009The compressive strength of modern earth masonry
- 2009The compressive strength of modern earth masonry
- 2008Strength characteristics of hydraulic lime mortared brickworkcitations
- 2008Microstructural design of materials for aerostatic bearingscitations
- 2007Effects of carbonation on the pore structure of non-hydraulic lime mortarscitations
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document
Numerical analysis of triplet shear test on brickwork masonry
Abstract
Shear failure is often found for masonry structure when subjected to complex loading. This paper presents the numerical analysis of shear strength test on triplet masonry specimens under different normal compressive stresses. Two different models were produced using a commercially available finite element analysis package ANSYS. The first model is a continuum model with the brick unit modeled as linear elastic material, while the mortar joints are modeled using a Drucker-Prager (DP) material or a concrete material. In the second model, the mortar joints as well as the brick/mortar interfaces were represented by a series of contact elements, and the Mohr-Coulomb failure surface was employed by these contact elements. Comparisons with the experimental results show that both models give satisfactory predictions for the maximum failure load, while the finite element model with interfaces has a better performance in terms of the load displacement response.