Study of bond stress-slip relationship and radial dilation in prestressed concrete

Author:

Benítez José Mª1,Gálvez J.C.2,Casati M.J.3

Affiliation:

1. Departamento de Vehículos Aeroespaciales; E.T.S. de Ingenieros Aeronáuticos; Universidad Politécnica de Madrid 28040 Madrid Spain

2. Departamento de Ingeniería Civil: Construcción; E.T.S. de Ingenieros de Caminos, Canales y Puertos; Universidad Politécnica de Madrid 28040 Madrid Spain

3. Departamento de Vehículos Aeroespaciales; E.U. Ingeniería Técnica Aeronáutica; Universidad Politécnica de Madrid 28040 Madrid Spain

Funder

Spanish Ministerio de Economía y Competitividad

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference32 articles.

1. Nature of bond in pretensioned prestressed concrete;Janney;ACI Journal,1954

2. Experimental studies of the bond response of three-wire strands and some influencing parameters;Gustavson;Materials and Structures,2004

3. Splitting failure of precast prestressed concrete during the release of prestressing force;Gálvez;Engineering Failure Analysis,2009

4. Cohesive-frictional model for bond and splitting action of prestressing wire;Gálvez;International Journal for Numerical and Analytical Methods in Geomechanics,2011

5. Bond and splitting in reinforced concrete: test results on bar pull-out;Gambarova;Materials and Structures,1996

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