CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings

Abstract A series of experiments has been performed to build a benchmark for the numerical modeling of mixed mode crack propagation in concrete. Two tests are selected so that the propagation is almost always stable although the material is quasi-fragile. Moreover the variation of mode mixity enable...

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Main Authors: Andreea Carpiuc, Martin Poncelet, Julien Réthoré, Stéphane Roux
Format: Article
Language:English
Published: SpringerOpen 2018-09-01
Series:Advanced Modeling and Simulation in Engineering Sciences
Subjects:
Online Access:http://link.springer.com/article/10.1186/s40323-018-0115-6
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spelling doaj-5180e59d8cd340009a15cb16c0b3a7de2020-11-25T00:25:02ZengSpringerOpenAdvanced Modeling and Simulation in Engineering Sciences2213-74672018-09-015111510.1186/s40323-018-0115-6CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadingsAndreea Carpiuc0Martin Poncelet1Julien Réthoré2Stéphane Roux3EDF-Recherche et Développement, EDF Lab Paris-Saclay, O2BC.20LMT (ENS Paris-Saclay/CNRS/Univ. Paris-Saclay)GeM, Centrale Nantes, CNRSLMT (ENS Paris-Saclay/CNRS/Univ. Paris-Saclay)Abstract A series of experiments has been performed to build a benchmark for the numerical modeling of mixed mode crack propagation in concrete. Two tests are selected so that the propagation is almost always stable although the material is quasi-fragile. Moreover the variation of mode mixity enables the study of the reorientation of the crack, as well as more complex phenomena such as branching or link-up. To control stability and mode mixity, the loading is imposed with a 6-axis testing machine while the crack propagation is assessed by full-field measurement. In this paper, a description of the experimental setup is provided as well as numerical simulation results illustrating the sensitivity to boundary conditions and geometry. Links to data needed to perform numerical simulations of these benchmark experiments are given, together with references to publications giving full descriptions of the protocol and experiment results.http://link.springer.com/article/10.1186/s40323-018-0115-6CrackConcreteMixed-modeFull-field measurementNumerical model validationBoundary conditions
collection DOAJ
language English
format Article
sources DOAJ
author Andreea Carpiuc
Martin Poncelet
Julien Réthoré
Stéphane Roux
spellingShingle Andreea Carpiuc
Martin Poncelet
Julien Réthoré
Stéphane Roux
CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
Advanced Modeling and Simulation in Engineering Sciences
Crack
Concrete
Mixed-mode
Full-field measurement
Numerical model validation
Boundary conditions
author_facet Andreea Carpiuc
Martin Poncelet
Julien Réthoré
Stéphane Roux
author_sort Andreea Carpiuc
title CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
title_short CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
title_full CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
title_fullStr CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
title_full_unstemmed CARPIUC benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
title_sort carpiuc benchmark overview: crack advance, reorientation, propagation and initiation under complex loadings
publisher SpringerOpen
series Advanced Modeling and Simulation in Engineering Sciences
issn 2213-7467
publishDate 2018-09-01
description Abstract A series of experiments has been performed to build a benchmark for the numerical modeling of mixed mode crack propagation in concrete. Two tests are selected so that the propagation is almost always stable although the material is quasi-fragile. Moreover the variation of mode mixity enables the study of the reorientation of the crack, as well as more complex phenomena such as branching or link-up. To control stability and mode mixity, the loading is imposed with a 6-axis testing machine while the crack propagation is assessed by full-field measurement. In this paper, a description of the experimental setup is provided as well as numerical simulation results illustrating the sensitivity to boundary conditions and geometry. Links to data needed to perform numerical simulations of these benchmark experiments are given, together with references to publications giving full descriptions of the protocol and experiment results.
topic Crack
Concrete
Mixed-mode
Full-field measurement
Numerical model validation
Boundary conditions
url http://link.springer.com/article/10.1186/s40323-018-0115-6
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