| 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
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document
Solid finite element limit analysis for modelling of pile caps
Abstract
Solid reinforced concrete structures such as pile caps are generally designed using simple hand calculation methods originally developed for two-dimensional problems. These methods are not necessarily suited for the design of three-dimensional structures, and validation can be both cumbersome and give solutions with excessive material consumption. Non-linear finite element programs, such as DIANA, can be used to give better solutions. However, the use of these programs requires a specialist and is time-consuming. Recently, Finite Element Limit Analysis (FELA) has emerged as a powerful tool in studying the collapse of reinforced concrete structures subject to in-plane forces in the ultimate limit state. Recent research has paved the way for industrial use for plane problems. Computational capacity and available numerical solvers have previously impeded the research and use of FELA for three-dimensional structures with full triaxial stress state. However, this has changed with the power of modern computers and advances in the field of convex optimization. The current study aims to test the capability of FELA with a smeared reinforcement material model in the modelling of pile caps. The numerical results are compared with experimental results from literature.