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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

Director: Llorens Sulivera, Miquel
Altres contribucions: Universitat de Girona. Escola Politècnica Superior
Autor: Meulenaere, An-Sophie de
Resum: 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
Accés al document: http://hdl.handle.net/2072/268054
Llenguatge: eng
Drets: Attribution-NonCommercial-NoDerivs 3.0 Spain
URI Drets: http://creativecommons.org/licenses/by-nc-nd/3.0/es/
Matèria: Assaigs de materials
Materials -- Fatiga
Juntures (Enginyeria)
Construcció en formigó armat amb fibres
Materials -- Testing
Reinforced concrete construction
Joints (Engineering)
Materials -- Fatigue
Títol: Experimental study of ultra-high performance fibre-reinforced concrete bolted connections under fatigue loads
Tipus: info:eu-repo/semantics/masterThesis
Repositori: Recercat

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