My work compares concrete rebar between carbon fibre tubes inside steel bar. I have done experimental work and modelling using ANSYS software. The modelling has been completed and picture and diagram has been attached. I uploaded 2d ANSYS results pictures, There are 2 type of design modelling. First one concrete rebar beam, second design is concrete with carbon fibre tube into mild steel bar beam. The beam size 100mmx100mmx500mm. You need to explain deflection shape and stress distribution of rebar modelling and carbon fibre tube inside steel bar and compare with them. You need to make a table for results and test materials. The modelling provides to illustrate for me doing experimental work. All results in the folder. Other part is experimental work you need to explain three point flexure test and pull out test. All samples has been tested 3 times,. Three point flexural test done it 2 times, first one is concrete failure, and second one is rebar failure which means total failure. I carried on the use force until totally failure. And explain advantages disadvantages results, and using material and methods and match and compare with LR researches.. The work should be related with them. Pull out test was designed differently. 3 samples cubes carbon fibre tubes inside steel bar using M-bond AE10 adhesive for pull out test. beams size are 100mm x 100mm x 500mm, cubes size are 100mm x 100mm x 100mm. pull out test tested different method 100mm x 100mm x 100mm cubes, top and bottom centre 10 mm more used rebar and carbon fibre tube with smooth steel bar I attached all work picture. We exactly push the rebar or fibre inside the steel bar. All laboratory work has been completed and waited for 28 day curing. Mixture Proportions are concrete rebar and concrete carbon fibre tube inside steel bar. These are 3 samples rebar beam, 3 samples rebar cubes done. 3 samples beams carbon fibre tube inside steel bar using M-bond AE10 adhesive. 3 samples beams carbon fibre tube inside steel bar using ET515 adhesive. 3 samples beams carbon fibre tube inside steel bar using ET 500 adhesive. used guidance Eurocode and British standards. Concrete used C30. I attached the sketch, you can see it easily. I uploaded ET500 and ET515 technical data sheet. You need to explain advantages and disadvantages materials, samples, test, and results. I will attach my introduction, LR and Methodology, You can have idea about it.

The research is to investigate to concrete using a hybrid reinforcement of the steel bars covered with a carbon fibre layer