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Paper I.10

Numerical Simulation of The Mechanical Behaviour of Epoxy based Mortars under Compressive Loads

Z.G. Agioutantis, C. Stiakakis and S. Kleftakis

Department of Mineral Resources Engineering, Technical University of Crete, Hania, Greece

doi:10.4203/ccp.67.1.10

Z.G. Agioutantis, C. Stiakakis, S. Kleftakis, "Numerical Simulation of The Mechanical Behaviour of Epoxy based Mortars under Compressive Loads", in B.H.V. Topping, (Editor), "Computational Techniques for Materials, Composites and Composite Structures", Civil-Comp Press, Edinburgh, UK, pp 89-95, 2000. doi:10.4203/ccp.67.1.10

Abstract

According to current Greek and international regulations regarding reparation of damages on concrete structures or masonry, epoxy based mortars can be used for these applications. In this paper, the mechanical behaviour of epoxy based mortars under typical laboratory testing conditions, such as uniaxial compression was simulated through finite element analysis of two-dimensional models. The analysis was performed in the elastic domain for the aggregates and the elastoplastic domain for the resin. Four elementary models were created, one of which corresponds to a partially filled resin matrix. Material model values are based on laboratory data and comparative diagrams of stresses and displacements are presented.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 67 COMPUTATIONAL TECHNIQUES FOR MATERIALS, COMPOSITES AND COMPOSITE STRUCTURES Edited by: B.H.V. Topping Paper I.10 Numerical Simulation of The Mechanical Behaviour of Epoxy based Mortars under Compressive Loads Z.G. Agioutantis, C. Stiakakis and S. Kleftakis Department of Mineral Resources Engineering, Technical University of Crete, Hania, Greece doi:10.4203/ccp.67.1.10 purchase the full-text of this paper Full Bibliographic Reference for this paper Z.G. Agioutantis, C. Stiakakis, S. Kleftakis, "Numerical Simulation of The Mechanical Behaviour of Epoxy based Mortars under Compressive Loads", in B.H.V. Topping, (Editor), "Computational Techniques for Materials, Composites and Composite Structures", Civil-Comp Press, Edinburgh, UK, pp 89-95, 2000. doi:10.4203/ccp.67.1.10 Abstract According to current Greek and international regulations regarding reparation of damages on concrete structures or masonry, epoxy based mortars can be used for these applications. In this paper, the mechanical behaviour of epoxy based mortars under typical laboratory testing conditions, such as uniaxial compression was simulated through finite element analysis of two-dimensional models. The analysis was performed in the elastic domain for the aggregates and the elastoplastic domain for the resin. Four elementary models were created, one of which corresponds to a partially filled resin matrix. Material model values are based on laboratory data and comparative diagrams of stresses and displacements are presented. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £92 +P&P)
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