| People | Locations | Statistics |
|---|---|---|
| Naji, M. |
| |
| Motta, Antonella |
| |
| Aletan, Dirar |
| |
| Mohamed, Tarek |
| |
| Ertürk, Emre |
| |
| Taccardi, Nicola |
| |
| Kononenko, Denys |
| |
| Petrov, R. H. | Madrid |
|
| Alshaaer, Mazen | Brussels |
|
| Bih, L. |
| |
| Casati, R. |
| |
| Muller, Hermance |
| |
| Kočí, Jan | Prague |
|
| Šuljagić, Marija |
| |
| Kalteremidou, Kalliopi-Artemi | Brussels |
|
| Azam, Siraj |
| |
| Ospanova, Alyiya |
| |
| Blanpain, Bart |
| |
| Ali, M. A. |
| |
| Popa, V. |
| |
| Rančić, M. |
| |
| Ollier, Nadège |
| |
| Azevedo, Nuno Monteiro |
| |
| Landes, Michael |
| |
| Rignanese, Gian-Marco |
|
Timothy, Jithender J.
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (12/12 displayed)
- 2023Can a hand-held 3D scanner capture temperature-induced strain of mortar samples : comparison between experimental measurements and numerical simulations
- 2022What is the internal pressure that initiates damage in cementitious materials during freezing and thawing?citations
- 2021Computational modelling of compressible cementitious composite materials
- 2021Sensitivity of Ultrasonic Coda Wave Interferometry to Material Damage - Observations from a Virtual Concrete Labcitations
- 2021Reduced order multiscale simulation of diffuse damage in concrete
- 2021Sensitivity of ultrasonic coda wave interferometry to material damage
- 2021Reduced order voxel‐based model for computational modelling of highly compressible composite materials
- 2021Multiscale modeling of distributed microcracking in concrete
- 2019Fatigue behavior of HPC and FRC under cyclic tensile loading
- 2018Simulation‐based investigation of the influence of the micro‐structure and disorder on damage evolution in concretecitations
- 2018Multiscale modelling of alkali transport and ASR in concrete structurescitations
- 2017Analytical and computational models for the effective properties of disordered microcracked porous materials
Places of action
| Organizations | Location | People |
|---|
article
Computational modelling of compressible cementitious composite materials
Abstract
<jats:title>Abstract</jats:title><jats:p>The integrity of tunnel structures deployed in difficult geological conditions such as expansive soils can be improved by incorporating compressible layers in the tunnel lining. Such compressible lining materials can be obtained by embedding weak inclusions (Expanded polystyrene, Expanded glass beads, Air voids) into a cement paste material. The material properties of these individual constituents as well as their geometry affect the overall material behaviour of such cementitious composites. Design of the compressible tunnel lining for specific geological conditions can be improved by choosing optimal characteristics of the composite constituents. This procedure can be enhanced by using a simulation based data driven framework. For compaction simulation of the cementitious composite, a multiscale voxel based model is proposed. To account for the influence of the composite microstructure, the model is enhanced by continuum micromechanics.</jats:p>