PSI - Issue 64

André Weber et al. / Procedia Structural Integrity 64 (2024) 74–80 Weber A. / Structural Integrity Procedia 00 (2019) 000 – 000

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code can be taken into account. In addition a 15 % higher characteristic values (compared to creep rupture method) can be shown. See paper ID 48 In addition from old 0,3 % strain tests according ACI, CSA or ASTM a safe design value can be concluded which is substantially higher than proposed in FprEN1992-1.

References abZ (2008) abZ 1.6-238 Bewehrungsstab Schöck ComBAR aus glasfaserverstärktem Kunststoff, Nenndurchmesser: 8, 12, 16, 20, 25 und 32 mm DIBt Berlin 2008ff ACI (2015) ACI 440-R1-15 Guide for the Design and Construction of Structural Concrete Reinforced with Fiber Reinforced Polymer (FRP) Bars Farmington Hills, USA CSA (2012) S806-12 Design and construction of building structures with fibre-reinforced polymers, Mississauga Canada Eurocode 0 EN 1990:2002 Eurocode: Basis of structural design, Beuth Verlag Berlin Fib (2007) , FIB Bulletin 40 FRP reinforcement in concrete structures 2007 federeation internationale de beton Lausanne FprEN 1992-1 (2023) Eurocode 2: Design of concrete structures ISO 10406-1:2015 Fibre-reinforced polymer (FRP) reinforcement of concrete — Test methods Weber (2012) Weber, A. Juette B. How to determine safe design values for FRP reinforcement in different exposure conditions. In Proceedings 6 th International Conference on FRP Composites in Civil Engineering CICE 2012 - Rome, Italy Weber (2014) Weber, A. Short term, medium term and long term design for internal FRP reinforcement. In Proceedings 7th International Conference on FRP Composites in Civil Engineering, CICE 2014 - Vancouver, Canada Weber (2018) Weber, A. Prüfkonzepte für Bewehrungsmaterialien mit zeitabhängigen Widerständen, Bauingenieur 2018