posted on 2024-07-13, 09:05authored byGhaidak Al-Bayati
Carbon Fibre-Reinforced Polymers (CFRP) have been used to increase the strength of reinforced concrete members, currently no studies have been conducted on torsional strengthening using Near Surface Mounted method as current research on torsional strengthening has been conducted using Externally Bonded Reinforcement technique only. Experimental, numerical and theoretical results of twenty-eight reinforced concrete beams have been presented. The beams have been tested in torsion using a specialized torsional rig system. The influence of groove spacing, the effect of different strengthening techniques, and the use of CFRP laminates and CFRP ropes were the critical parameters and the variables investigated was considered using epoxy and cement-based adhesive as an alternative adhesive to epoxy.
History
Thesis type
Thesis (PhD)
Thesis note
A thesis submitted in fulfillment of the requirements for the degree of Doctor of Philosophy in Civil Engineering, Swinburne University of Technology, 2018.