Publications de John Wuest | EPFL Graph Search

determination of fibre didtribution and orientation in fibre reinforced composites

Eugen Brühwiler, Emmanuel Denarié, Michel Kocher, John Wuest

2009

Tomography Analysis Of Fiber Distribution And Orientation In Ultra High-Performance Fiber-Reinforced Composites With High-Fiber Dosages

Eugen Brühwiler, Emmanuel Denarié, Michel Kocher, Emmanuel Gallucci, John Wuest

2009

Model for predicting the UHPFRC tensile hardening response

Eugen Brühwiler, Emmanuel Denarié, John Wuest

Ultra High Performances Fibre Reinforced Concretes (UHPFRC) are characterised by an ex-tremely low permeability and outstanding mechanical properties. These characteristics make UHPFRC suitable for locally “harden” reinforced concrete structures subjected ...

University of Kassel2008

Fibre distribution and orientation in composite UHPFRC-reinforced concrete structural members - determination and effect on mechanical properties

Eugen Brühwiler, Emmanuel Denarié, John Wuest

2007

Comportement structural des bétons de fibres ultra performants en traction dans des éléments composés

John Wuest

Ultra high performance concretes (UHPFRC) are characterized by a dense matrix and a high fibre content. These materials exhibit exceptional mechanical and durability properties making them an ideal material for rehabilitating existing structures. The prima ...

EPFL2007

Measurement and modelling of fibre distribution and orientation in UHPFRC

Eugen Brühwiler, Emmanuel Denarié, John Wuest

Ultra High Performance Fibre Reinforced Concretes (UHPFRC) combine outstanding protective (extremely low permeability) and mechanical (high tensile strength and significant tensile strain hardening) properties. These materials can be used in composite UHPF ...

HPFRCC52006

Comportement en traction d'éléments en Béton de Fibres Ultra Performant combiné aces des barres d'armature

Eugen Brühwiler, Emmanuel Denarié, John Wuest, Julien Michels

L’objectif des interventions sur des ouvrages d’art est d’améliorer la durabilité et d’augmenter la résistance pour assurer la sécurité structurale. La combinaison de BFUP avec des armatures, peuvent répondre à ces exigences. Le comportement à la rupture d ...

2005