Numerical Mesoscale Analysis of Textile Reinforced Concrete
This contribution presents a framework for Numerical Material Testing (NMT) of textile reinforced concrete based on the mesomechanical analysis of a Representative Volume Element (RVE). Hence, the focus of this work is on the construction of a proper RVE representing the dominant mechanical characte...
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doaj-207d7c96fc674c29a67a7c5cb6d719002020-11-25T03:10:53ZengMDPI AGMaterials1996-19442020-09-01133944394410.3390/ma13183944Numerical Mesoscale Analysis of Textile Reinforced ConcreteAlexander Fuchs0Iurie Curosu1Michael Kaliske2Institute for Structural Analysis, TU Dresden, 01062 Dresden, GermanyInstitute of Construction Materials, TU Dresden, 01062 Dresden, GermanyInstitute for Structural Analysis, TU Dresden, 01062 Dresden, GermanyThis contribution presents a framework for Numerical Material Testing (NMT) of textile reinforced concrete based on the mesomechanical analysis of a Representative Volume Element (RVE). Hence, the focus of this work is on the construction of a proper RVE representing the dominant mechanical characteristics of Textile Reinforced Concrete (TRC). For this purpose, the RVE geometry is derived from the periodic mesostructure. Furthermore, sufficient constitutive models for the individual composite constituents as well as their interfacial interactions are considered, accounting for the particular mechanical properties. The textile yarns are modeled as elastic transversal isotropic unidirectional layers. For the concrete matrix, an advanced gradient enhanced microplane model is utilized considering the complex plasticity and damage behavior at multiaxial loading conditions. The mechanical interactions of the constituents are modeled by an interface formulation considering debonding and friction as well as contact. These individual constitutive models are calibrated by corresponding experimental results. Finally, the damage mechanisms as well as the load bearing behavior of the constructed TRC-RVE are analyzed within an NMT procedure based on a first-order homogenization approach. Moreover, the effective constitutive characteristics of the composite at macroscale are derived. The numerical results are discussed and compared to experimental results.https://www.mdpi.com/1996-1944/13/18/3944multiscale analysisnumerical material testingtextile reinforced concrete |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Alexander Fuchs Iurie Curosu Michael Kaliske |
spellingShingle |
Alexander Fuchs Iurie Curosu Michael Kaliske Numerical Mesoscale Analysis of Textile Reinforced Concrete Materials multiscale analysis numerical material testing textile reinforced concrete |
author_facet |
Alexander Fuchs Iurie Curosu Michael Kaliske |
author_sort |
Alexander Fuchs |
title |
Numerical Mesoscale Analysis of Textile Reinforced Concrete |
title_short |
Numerical Mesoscale Analysis of Textile Reinforced Concrete |
title_full |
Numerical Mesoscale Analysis of Textile Reinforced Concrete |
title_fullStr |
Numerical Mesoscale Analysis of Textile Reinforced Concrete |
title_full_unstemmed |
Numerical Mesoscale Analysis of Textile Reinforced Concrete |
title_sort |
numerical mesoscale analysis of textile reinforced concrete |
publisher |
MDPI AG |
series |
Materials |
issn |
1996-1944 |
publishDate |
2020-09-01 |
description |
This contribution presents a framework for Numerical Material Testing (NMT) of textile reinforced concrete based on the mesomechanical analysis of a Representative Volume Element (RVE). Hence, the focus of this work is on the construction of a proper RVE representing the dominant mechanical characteristics of Textile Reinforced Concrete (TRC). For this purpose, the RVE geometry is derived from the periodic mesostructure. Furthermore, sufficient constitutive models for the individual composite constituents as well as their interfacial interactions are considered, accounting for the particular mechanical properties. The textile yarns are modeled as elastic transversal isotropic unidirectional layers. For the concrete matrix, an advanced gradient enhanced microplane model is utilized considering the complex plasticity and damage behavior at multiaxial loading conditions. The mechanical interactions of the constituents are modeled by an interface formulation considering debonding and friction as well as contact. These individual constitutive models are calibrated by corresponding experimental results. Finally, the damage mechanisms as well as the load bearing behavior of the constructed TRC-RVE are analyzed within an NMT procedure based on a first-order homogenization approach. Moreover, the effective constitutive characteristics of the composite at macroscale are derived. The numerical results are discussed and compared to experimental results. |
topic |
multiscale analysis numerical material testing textile reinforced concrete |
url |
https://www.mdpi.com/1996-1944/13/18/3944 |
work_keys_str_mv |
AT alexanderfuchs numericalmesoscaleanalysisoftextilereinforcedconcrete AT iuriecurosu numericalmesoscaleanalysisoftextilereinforcedconcrete AT michaelkaliske numericalmesoscaleanalysisoftextilereinforcedconcrete |
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