| 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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Ibrahim, Mohd Haziman Wan
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (20/20 displayed)
- 2022The effect of nanosilica incorporation on the mechanical properties of concrete exposed to elevated temperature: a review.citations
- 2021Mechanical Strength of Concrete by Replacement of Sand with Porcelain Waste with Addition of Superplasticizer
- 2021Mechanical properties of coconut shell-based concrete: experimental and optimisation modellingcitations
- 2021CBA Self-compacting Concrete Exposed to Water Curing
- 2020Effects of Coal Bottom Ash as Cementitious Material on Compressive Strength and Chloride Permeability of Concretecitations
- 2020Mechanical performance of concrete incorporating wheat straw ash as partial replacement of cementcitations
- 2020Establishment of Strength Prediction Equation for Concrete Containing Coal Bottom Ash Exposed to Aggressive Environment
- 2020Flexural behavior of sandwich beams with novel triaxially woven fabric composite skins
- 2018Dynamic Mechanical Analysis of Waste Polyethylene Terephthalate Bottlecitations
- 2018A Review on Potential use of Coal Bottom Ash as a Supplementary Cementing Material in Sustainable Concrete Constructioncitations
- 2018Influence of ground coal bottom ash with different grinding time as cement replacement material on the strength of concrete
- 2018Physical and Chemical Properties of Rice Husk Ash Concrete Under Seawatercitations
- 2018Strength Properties of Rice Husk Ash Concrete Under Sodium Sulphate Attackcitations
- 2018Compressive and Flexural Strength of Concrete Containing Palm Oil Biomass Clinker with Hooked-End Steel Fiberscitations
- 2018Evaluate the Current Expressions of Compression Strength and UPV Relationship
- 2015Fresh Properties of Self-Compacting Concrete Integrating Coal Bottom Ash as a Replacement of Fine Aggregatescitations
- 2015Cementitious Materials Usage in Self-Compacting Concrete: A Reviewcitations
- 2015Pullout strength of ring-shaped waste bottle fiber concrete
- 2015The Strength Behavior of Self-Compacting Concrete Incorporating Bottom Ash as Partial Replacement to Fine Aggregatecitations
- 2014A review of microstructure properties of porous concrete pavement incorporating nano silica
Places of action
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article
Flexural behavior of sandwich beams with novel triaxially woven fabric composite skins
Abstract
This study aims to carry out the experimental and numerical investigation on the flexural behavior of sandwich honeycomb composite (SHC) beams reinforced with novel triaxially woven fabric composite skins. Different stacking sequences of the carbon fiber reinforcement polymer (CFRP) laminate; i.e., 0-direction of TW (TW0), 0-direction of TW (TW0), 0-direction of UD (UD0), and 90-direction of UD (UD90) were studied, from which the flexural behavior of SHC beam behaviors reinforced with TW0/UD0 or TW0/UD90 novel laminated skins were compared with those reinforced with UD0/90 conventional laminated skins under four-point loading. Generally, TW0/UD0 SHC beams displayed the same flexural stiffness as UD0/90 SHC beams in terms of load-deflection relationships. In contrast, TW0/UD90 SHC beams showed a 70% lower efficiency than those of UD0/90 SHC. Hence, the TW0/UD0 laminate arrangement is more effective with a mass reduction of 39% compared with UD0/90 for SHC beams, although their stiffness and shear strength are practically identical.