RC slabs strengthened with externally bonded CFRP strips under long-term environmental exposure and sustained loading. Part 2: Laboratory experiments
Author:
Funder
Federal Roads Office FEDRO
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Ceramics and Composites
Reference39 articles.
1. Behaviour of prestressed CFRP anchorages during and after freeze-thaw cycle exposure;Harmanci;Polymers (Basel),2018
2. Long-term residual anchorage resistance of gradient anchorages for prestressed CFRP strips;Harmanci;Compos. Part B Eng.,2018
3. Long-Term Resistance of Gradient Anchorage For Prestressed CFRP Strips in Structural Concrete Retrofitting, Doctoral Thesis;Harmanci,2018
4. Independent environmental effects on durability of fiber-reinforced polymer wraps in civil applications: a review;Böer;Constr. Build. Mater.,2013
5. Durability of bond in NSM CFRP-concrete systems under different environmental conditions;Fernandes;Compos. Part B Eng.,2018
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1. Flexural strengthening of reinforced concrete beams with CFRP laminates and spike anchors;Composites Part C: Open Access;2024-03
2. Experimental and numerical investigation on the flexural performance of RC slabs strengthened with EB/NSM CFRP reinforcement and bonded reinforced HSC layers;Engineering Structures;2023-08
3. Carbon Fibre-Reinforced Polymer (CFRP) Composites in Civil Engineering Application—A Comprehensive Review;Buildings;2023-06-12
4. Numerical modeling of time effects on the behavior of two-way reinforced concrete slabs strengthened by FRP sheets;OIL AND GAS ENGINEERING (OGE-2022);2023
5. Effect of fatigue loading on flexural performance of NSM CFRP-strengthened RC beams under different service temperatures;Engineering Structures;2022-12
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