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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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article
Evaluation of the transverse shear stiffness of a steel bi-directional corrugated-strip-core sandwich beam
Abstract
This paper presents a new concept in steel bi-directional corrugated-core sandwich structures. The focus<br/>is on the derivation of the transverse shear stiffness DQy of a sandwich beam using analytical methods.<br/>A braced frame analogy and its periodical unit cell, based on a force–distortion relationship concept, are<br/>used as the basis for deriving transverse shear stiffness relationships using the modified stiffness matrix<br/>approach. The transverse shear stiffness equation is consistent with a three-dimensional finite element<br/>solution. It is then used to assess the effect of geometrical parameters defining the corrugated sandwich<br/>beam. The performance of a steel bi-directional corrugated-strip-core sandwich beam compared with<br/>other corrugated-like core sandwich beams is then examined and discussed.<br/>© 2010 Elsevier Ltd. All rights reserved.