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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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Jönsson, Jeppe
Technical University of Denmark
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (7/7 displayed)
- 2017Random fields of initial out of straightness leading to column bucklingcitations
- 2017Yield stress independent column buckling curves
- 2015Joint and column behaviour of slotted cold-formed steel studscitations
- 2012Distortional solutions for loaded semi-discretized thin-walled beamscitations
- 2011Mechanical interaction between concrete and structural reinforcement in the tension stiffening process
- 2010Mechanical interaction of Engineered Cementitious Composite (ECC) reinforced with Fiber Reinforced Polymer (FRP) rebar in tensile loading.
- 2008Application of Engineered Cementitious Composites (ECC) in modular floor panels
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document
Mechanical interaction of Engineered Cementitious Composite (ECC) reinforced with Fiber Reinforced Polymer (FRP) rebar in tensile loading.
Abstract
This paper introduces a preliminary study of the composite interaction of Engineered Cementitious Composite (ECC), reinforced with Glass Fiber Reinforced Polymer (GFRP) rebar. The main topic of this paper will focus on the interaction of the two materials (ECC and GFRP) during axial loading, particularly in post cracking phase of the concrete matrix. The experimental program carried out in this study examined composite behavior under monotonic and cyclic loading of the specimens in the elastic and inelastic deformation phases. The stiffness development of the composite during loading was evaluated as well as crack widths and crack distributions in the ECC. Results indicate that the interaction of the ductile ECC together with the elastic brittle behavior of the GFRP make a highly compatible ductile composite. The combination of multiple cracking and limited crack width of ECC insures good stain distribution which in terms results in less mechanical deterioration during loading.