Numerical modelling of the pull-out of hooked steel fibres from high-strength cementitious matrix, supplemented by experimental results

Author:

Georgiadi-Stefanidi Kyriaki,Mistakidis Euripidis,Pantousa Dafni,Zygomalas Michalis

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference23 articles.

1. Finite element simulations of fibre pull-out toughening in fibre reinforced cement based composites;Li;Adv Cem Based Mater,1998

2. Modelling of stiffness degradation of the interfacial zone during fibre debonding;Mobasher;Compos Eng,1995

3. Finite element simulation of shaped ductile fibre pull-out using a mixed cohesive zone/friction interface model;Tsai;Compos Part A: Appl Sci Manuf,2005

4. Interfacial (fibre-matrix) properties of high-strength mortar (150MPa) from fibre pull-out;Shannag;ACI Mater J,1996

5. Otter DE, Naaman AE. Fibre reinforced concrete under cyclic and dynamic compression load. Research report, no. UMCE 88-9, Department of Civil Engineering, University of Michigan, Ann Arbor; 1988. p. 178.

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