EventsThe Eighteenth International Conference of Experimental Mechanics
Published
This submission belongs to the session ICEM. ICEM 2018 of the event The Eighteenth International Conference of Experimental Mechanics
Published date
11 Jun, 2018
Citation
Liberato Ferrara, Estefania Cuenca, Francesco Lo Monte, Marta Roig Flores, Mercedes Sanchez Moreno, Didier Snoeck, Tim van Mullem, Nele De Belie, Experimental characterization of the self-healing capacity of cement based materials: an overview, in Proceedings of The Eighteenth International Conference of Experimental Mechanics, Brussels, 1 July–5 July 2018, MDPI: Basel, Switzerland, doi: 10.3390/ICEM18-05322
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Experimental characterization of the self-healing capacity of cement based materials: an overview

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Francesco Lo Monte 2
Marta Roig Flores 3
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1. Politecnico di Milano, Italy
2. Dept. of Civil and Environmental Engineering, Politecnico di Milano, 20133 Milano, Italy
3. CSIC - Eduardo Torroja Institute for Construction Science, 28033 Madrid, Spain
4. Dept. of Inorganic Chemistry and Chemical Engineering, University of Cordoba, 14071, Cordoba, Spain
5. Magnel Laboratory for Concrete Research, Faculty of Engineering and Architecture, Ghent University, 9000 Ghent, Belgium
Abstract

This paper, prepared in the framework of the COST Action SARCOS WG2 activities (http://www.cost.eu/COST_Actions/ca/CA15202), provides an overview of the main concepts underlying the experimental characterization of the self-sealing capacity of cement-based materials. This effort intends to pave the way towards standardization of such experimental methods for a comparative assessment of the self-healing capacity of different cement-based materials and of the effectiveness of different techniques, in order to incorporate self-healing concepts and outcomes into durability-based predictive models and design approaches.

Keywords
self-healing
cement-based materials
durability and mechanical properties recovery
147 Effect of loading pattern on fatigue behavior of laminated composites
STRESS MEASUREMENT BY SPECTRUM ANALYSES FOR ROUND BAR SUBJECTED TO TIME-VARYING LOAD