E
Emmanuel Ferrier
Researcher at University of Lyon
Publications - 126
Citations - 2491
Emmanuel Ferrier is an academic researcher from University of Lyon. The author has contributed to research in topics: Fibre-reinforced plastic & Ultimate tensile strength. The author has an hindex of 21, co-authored 121 publications receiving 1935 citations. Previous affiliations of Emmanuel Ferrier include Lyon College & Claude Bernard University Lyon 1.
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Compressive behavior of concrete externally confined by composite jackets. part a: experimental study
TL;DR: In this article, the compressive behavior of concrete short columns externally confined by carbon and E-glass FRP jackets was investigated and the influences of different parameters such as the confinement level, the mechanical properties of the jackets and the concrete core were studied.
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Compressive behavior of concrete externally confined by composite jackets
TL;DR: In this article, an analytical model adapted to all FRP-confined concretes, including confined HPC, is presented to assess the ultimate capacity and the stress-strain mechanical relation of the confined concrete as a function of each materials parameters.
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Seismic retrofit of reinforced concrete short columns by CFRP materials
TL;DR: In this paper, the authors evaluate the contribution of CFRP to mechanical and energetic performance and to the modification of the cracking pattern on short columns during earthquakes, and evaluate the efficiency of such reinforcement by measuring the gain in terms of load and ductility.
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Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels
TL;DR: In this paper, a numerical and an experimental analysis of the in-plane shear behavior of hollow brick masonry panels is presented, and the efficiency of modelling to forecast a representative failure mode of the masonry is investigated.
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Analysis of Cracks and Deformations in a Full Scale Reinforced Concrete Beam Using a Digital Image Correlation Technique
TL;DR: In this article, the authors used a digital image correlation technique for the determination of the actual mechanical behavior of a reinforced concrete beam after 25 years of service in a severe industrial environment.