Shear Force in Bolted Connection Due to Traffic and Temperature Loads in Hybrid Steel-FRP Bridges

Author:

Gribnau Koen,de Boon Johan,Olivier Gerhard,Pavlović Marko

Publisher

Springer International Publishing

Reference9 articles.

1. Csillag F, Pavlović M (2018) Push-out behaviour of demountable shear connectors for steel-FRP hybrid beams – part 1: experiments. Comp Struct (submitted to)

2. CUR-Recommendation 96 (2017) Fibre-reinforced polymers in buildings and civil engineering structures. SBRCURnet Committee

3. Davalos JF, Chen A, Zou B (2010) Stiffness and strength evaluations of a shear connection system for frp bridge decks to steel girders. J Compos Constr 15(3):441–450

4. Davalos JF, Chen A, Zou B (2012) Performance of a scaled frp deck-on-steel girder bridge model with partial degree of composite action. Eng Struct 40:51–63

5. Eurocode 1 (2003a) Action on structures – part 1–5: general action – thermal actions. In: European Committee for Standardization, Brussels, Belgium

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