| 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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Boyd, Steve
University of Southampton
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (14/14 displayed)
- 2016Developing tools for assessing the fluid structure interaction of passive adaptive composite foils
- 2016Developing tools for assessing the fluid structure interaction of passive adaptive composite foils
- 2015Cure and strain monitoring of novel unsaturated polyester/phenolic resin blends in the vacuum infusion process using fibre Bragg gratingscitations
- 2013monitoring and simulation of the vacuum infusion process
- 2011Evaluation of the transverse shear stiffness of a steel bi-directional corrugated-strip-core sandwich beamcitations
- 2010An alternative design of steel-concrete-steel sandwich beam
- 2010Through thickness stress distributions in pultruded GRP materialscitations
- 2009Morphing of ‘flying’ shapes for autonomous underwater and aerial vehicles
- 2009Repair efficiency studies on resin infused scarf repaired composite structure
- 2009Repair efficiency of resin infused scarf repair to marine sandwich structures
- 2009Transverse shear strength of a bi-directional corrugated-strip-core steel sandwich plate
- 2006Stress analysis of finger joints in pultruded GRP materialcitations
- 2006Damage mechanics of FRP ship structures
- 2003Fatigue life characterisation of hybrid composite-steel joints
Places of action
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conferencepaper
An alternative design of steel-concrete-steel sandwich beam
Abstract
A steel-concrete-steel sandwich beam represents a special form of sandwich structure. Originated in civil/structural engineering applications, it is now being developed for shipbuilding/offshore applications. The research trend is to introduce either a new shear connector system or a lightweight concrete. This paper presents an alternative construction of steel-concrete-steel sandwich beam in which the new concept design of aligning the shear connector in the inclined direction is proposed. The novel bi-directional corrugated-strip-core system is presented. The possibility of implement this core system using available sandwich construction techniques is presented. The advantages of the novel bi-directional corrugated-strip-core steel-concrete-steel sandwich beam are preliminarily studied in both the unfilled and concrete-filled state. The analytical study based on the force-distortion relationship technique of the repetitive unit cell shows that the transverse shear stiffness of the unfilled sandwich beam depends on the inclined direction of the proposed core. The numerical study of the concrete-filled sandwich beam type also shows the possibility to increase the transverse shear strength.