Autogenous deformations and viscoelasticity of UHPFRC in structures. Part I: experimental results

Author:

Habel K.1,Charron J.-P.2,Denarié E.1,Brühwiler E.1

Affiliation:

1. Maintenance and Safety of Structures, Ecole Polytechnique Fédérale de Lausanne (EPFL) Station 18, GC B2·402, CH-1015 Lausanne, Switzerland

2. Ecole Polytechnique de Montréal Case Postale 6079, Montréal, Québec, H3C 3A7 Canada

Abstract

Autogenous shrinkage is the main driving force for internal deformations in ultra-high performance fibre-reinforced concretes (UHPFRC). Autogenous deformations and viscoelasticity are determined with free and restrained shrinkage tests for one kind of UHPFRC at an early age. The magnitude of free autogenous shrinkage is very strong during the first hours after hardening with 150 μm/m at 48 h and 325 μm/m at seven days. Long-term tests show that autogenous shrinkage becomes virtually constant at 90 days. The creep deformations of the fully restrained test amount to 60% of the free shrinkage deformations. Another experimental programme conducted on composite ‘UHPFRC–concrete’ beams shows that their time-dependent deformations are strongly influenced by the autogenous shrinkage of UHPFRC; however no visible cracking is induced in the structural elements.

Publisher

Thomas Telford Ltd.

Subject

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

Reference28 articles.

1. Habel K. Structural Behaviour of Elements Combining Ultra-High Performance Fibre Reinforced Concretes (UHPFRC) and Reinforced Concrete. Doctoral thesis, 2004, 3036Ecole Polytech-nique Fédérale de Lausanne (EPFL), Switzerland, See http://biblion.epfl.ch/EPFL/theses/2004/3036/EPFL_TH3036.pdf.

2. Composition of reactive powder concretes

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