| 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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Poulsen, Peter Noe
Technical University of Denmark
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (23/23 displayed)
- 2024Full-scale tests of two-storey precast reinforced concrete shear walls:Investigation of strength and deformation capacitycitations
- 2024Full-scale tests of two-storey precast reinforced concrete shear wallscitations
- 2021Keyed shear connections with looped U‐bars subjected to normal and shear forces Part I: Experimental investigationcitations
- 2021Keyed shear connections with looped U‐bars subjected to normal and shear forces Part Icitations
- 2020Solid finite element limit analysis for modelling of pile caps
- 2020Solid finite element limit analysis for modelling of pile caps
- 2017General cracked-hinge model for simulation of low-cycle damage in cemented beams on soilcitations
- 2017General cracked-hinge model for simulation of low-cycle damage in cemented beams on soilcitations
- 20153-D cohesive finite element model for application in structural analysis of heavy duty composite pavementscitations
- 2015Modelling of composite concrete block pavement systems applying a cohesive zone model
- 2012Characterization of mixed mode crack opening in concretecitations
- 2012Characterization of mixed mode crack opening in concretecitations
- 2011Flow simulation of fiber reinforced self compacting concrete using Lattice Boltzmann method
- 2011Flow simulation of fiber reinforced self compacting concrete using Lattice Boltzmann method
- 2010Finite Element Implementation of a Glass Tempering Model in Three Dimensionscitations
- 2010Finite Element Implementation of a Glass Tempering Model in Three Dimensionscitations
- 2007An implementation of 3D viscoelatic behavior for glass during toughening
- 2007An implementation of 3D viscoelatic behavior for glass during toughening
- 2007On the application of cohesive crack modeling in cementitious materialscitations
- 2007On the application of cohesive crack modeling in cementitious materialscitations
- 2006Modeling of ECC materials using numerical formulations based on plasticity
- 2006Simulation of strain-hardening in ECC uniaxial test specimen by use of a damage mechanics formulation
- 2006Condition For Strain-Hardening In Ecc Uniaxial Test Specimen
Places of action
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article
General cracked-hinge model for simulation of low-cycle damage in cemented beams on soil
Abstract
The need for mechanistic constitutive models to evaluate the complex interaction between concrete crack propagation, geometry and soil foundation in concrete- and composite pavement systems has been recognized. Several models developed are either too complex or designed to solve relatively simple problems, e.g. limited to one type of load configuration or test set-up. In order to develop a general and mechanistic modeling framework for non-linear analysis of low-cycle damage in cemented materials, this paper presents a cracked-hinge model aimed at the analysis of the bending fracture of the cemented material. The model is based on the fracture mechanics concepts of the fictitious crack model. The proposed hinge is described in a general and consistent format, allowing for any type of stress-crack opening relationship and unloading- reloading formulation. The functionality of the proposed hinge model is compared to numerical- and experimental results. The proposed hinge shows good performance and seems promising for the description of low-cycle fracture behavior in cemented materials.