Thermo-mechanical response of concrete sandwich panels reinforced with glass fiber reinforced polymer bars
Author:
Affiliation:
1. Fachgebiet Massivbau und Baukonstruktion; Technische Universität Kaiserslautern; Kaiserslautern Germany
2. Department of Architecture, Built Environment and Construction Engineering; Politecnico di Milano; Milan Italy
Funder
COST Action TU1207 (Next Generation Design Guidelines for Composites in Construction)
FP7 Marie Curie Initial Training Networks-“endure” (European Network for Durable Reinforcement and Rehabilitation Solutions)
Publisher
Wiley
Subject
Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Reference19 articles.
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2. Durability of FRP rods for concrete structures;Micelli;Constr Build Mater,2004
3. Design procedure and simplified equations for the flexural capacity of concrete members reinforced with fibre-reinforced polymer bars;Torres;Struct Concr,2012
4. Experimental behaviour and deflection of low-strength concrete beams reinforced with FRP bars;Confrere;Struct Concr,2016
5. Flexural behaviour of pre-cast concrete sandwich composite panel-experimental and theoretical investigations;Benayoune;Constr Build Mater,2008
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