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Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs)

Caggiano, Antonio / Etse, Guillermo / Martinelli, Enzo

This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.

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Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs)

Caggiano, Antonio / Etse, Guillermo / Martinelli, Enzo

This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.

Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs)

Caggiano, Antonio / Etse, Guillermo / Martinelli, Enzo

This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.

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Title:

Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs)

Contributors:

Caggiano, Antonio (author) / Etse, Guillermo (author) / Martinelli, Enzo (author)

Published in:

European Journal of Environmental and Civil Engineering ; 15 ; 1339-1359

Publication date:

2011-01-01

Size:

21 pages

ISSN:

1964-8189 , 2116-7214

DOI:

https://doi.org/10.1080/19648189.2011.9714858

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

fiber-reinforced concrete , fiber bond , mixture theory , constitutive laws , béton fibré , adhérence des fibres , théorie des mixtures , lois constitutives

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