Ítem
| Llorens Sulivera, Miquel | |
| Universitat de Girona. Escola Politècnica Superior | |
| Meulenaere, An-Sophie de | |
| 5 juny 2018 | |
| 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 | |
| http://hdl.handle.net/2072/321357 | |
| eng | |
| Attribution-NonCommercial-NoDerivs 3.0 Spain | |
| http://creativecommons.org/licenses/by-nc-nd/3.0/es/ | |
|
Assaigs de materials
Materials -- Fatiga Juntures (Enginyeria) Construcció en formigó armat amb fibres Materials -- Testing Reinforced concrete construction Joints (Engineering) Materials -- Fatigue |
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| Experimental study of ultra-high performance fibre-reinforced concrete bolted connections under fatigue loads | |
| info:eu-repo/semantics/masterThesis | |
| Recercat |
