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Experimental study of ultra-high performance fibre-reinforced concrete bolted connections under fatigue loads

Bolted unions especially designed for concrete are becoming a quite usual solution for connecting these elements to framed structures of any material. Its behaviour under fatigue loads -especially when the concrete member can be described as thin- must be carefully studied from a durability point of view. The objective is to assess these connections used in combination with ultra-high performance fibre-reinforced concrete under dynamic loads. In particular, the dynamic effects caused by the wind on these connections. The study consists of a theoretical and an experimental approach

Manager: Llorens Sulivera, Miquel
Other contributions: Universitat de Girona. Escola Polit猫cnica Superior
Author: Meulenaere, An-Sophie de
Date: 2018 June 5
Abstract: Bolted unions especially designed for concrete are becoming a quite usual solution for connecting these elements to framed structures of any material. Its behaviour under fatigue loads -especially when the concrete member can be described as thin- must be carefully studied from a durability point of view. The objective is to assess these connections used in combination with ultra-high performance fibre-reinforced concrete under dynamic loads. In particular, the dynamic effects caused by the wind on these connections. The study consists of a theoretical and an experimental approach
Document access: http://hdl.handle.net/2072/321357
Language: eng
Rights: Attribution-NonCommercial-NoDerivs 3.0 Spain
Rights URI: http://creativecommons.org/licenses/by-nc-nd/3.0/es/
Subject: Assaigs de materials
Materials -- Fatiga
Juntures (Enginyeria)
Construcci贸 en formig贸 armat amb fibres
Materials -- Testing
Reinforced concrete construction
Joints (Engineering)
Materials -- Fatigue
Title: Experimental study of ultra-high performance fibre-reinforced concrete bolted connections under fatigue loads
Type: info:eu-repo/semantics/masterThesis
Repository: Recercat

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