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Interface model for fracture behaviour of fiber-reinforced cementitious composites (FRCCs)
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)
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 (Autor:in) / Etse, Guillermo (Autor:in) / Martinelli, Enzo (Autor:in)
European Journal of Environmental and Civil Engineering ; 15 ; 1339-1359
01.01.2011
21 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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