Bond strength model for externally bonded FRP-to-timber interface
Author:
Funder
Sika Australia Pty. Ltd
Publisher
Elsevier BV
Subject
Civil and Structural Engineering,Ceramics and Composites
Reference57 articles.
1. Behaviour of RC beam-column connections retrofitted with FRP strips;Shrestha,2009
2. Strengthening of timber beams with high strength steel cords;Borri;Compos B Eng,2011
3. A method for flexural reinforcement of old wood beams with CFRP materials;Borri;Compos B Eng,2005
4. Fracture properties of CFRP–concrete bond subjected to three environmental conditions;Kabir;J Compos Constr,2016
5. Effects of applied environmental conditions on the pull-out strengths of CFRP-concrete bond;Kabir;Constr Build Mater,2016
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1. Deep learning-based analysis of interface performance between brittle engineering materials and composites;Expert Systems with Applications;2024-12
2. Effect of CFRP winding modes on axial compressive damage performance of wood components;Construction and Building Materials;2024-05
3. Experimental Investigation on Bonded and Screwed Carbon Fiber-Reinforced Plastic Plates on Timber Column–Sill Joints;International Journal of Civil Engineering;2023-04-16
4. Experimental study and analysis on bonding strength of CFRP-wood interface;International Journal of Adhesion and Adhesives;2023-04
5. Numerical Modelling and Experimental Testing on Polyurethane Adhesively Bonded Joints Behaviour in Wood-Wood and Wood-Carbon Fibre Reinforced Polymer Layouts;Advances in Science and Technology Research Journal;2023-04-01
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