| People | Locations | Statistics |
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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
Places of action
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article
Development of all-wood connections with plywood flitch plate and oak pegs
Abstract
This paper proposes a new method for beam-beam connections, which include plywood as slot-in plates connected by oak pegs. A total of 96 specimens were fabricated for tests to explore the minimum required end distances and spacing between pegs parallel to the grain. A new failure mode, termed shear wedge that is different from those found in previous research, was found. A spring model was also proposed in this study to investigate the stiffness of the connections, and feasibility of EC5 to be applied on the new proposed connections was also examined. The effective number was discussed in this study and modified in accordance to the experimental results. The result of this study shows the new connections proposed do not lead to brittle failure unless failure in plywood occurred.