Abstract Carbon fibre composites are most commonly being used for reinforcement, as they provide much stronger durability, lasting wear and reliability. The matrix of the carbon fibre must be used with a type of a bonding agent that will serve as the strengthening element of the resulted product. In the cross section, it adds properties that were previously nonexistent. The type of bonding, its strength and outcome, depends on many factors, including the surface of the material to which it is connected, the process of the procedure, the amount of space or area that is being used for the bond and the type of loading. In order to properly determine the outcome and the modeling, all the conditions must be accurately controlled because in turn, this will be the defining quality of strength of bonding. The following paper will discuss in detail and walk through the experimentation process of the carbon fibre matrix bonding. It will also provide the results and report on the specific qualities of the bonds, in relation to various bonding agents. For this purpose, Instron or Tensile testing machine will be used. The specifics of the experimentation will be dependent on the area or dimension of the sheet of carbon fibre, the rate at which it will be applied to the bonding surface and also, the different types of agents that will be used for bonding purposes. The goal of this study is to focus on the mechanical properties with specific attention to the agents applied in the bonds, such as rubber modified epoxy. This will be related and compared to the longitudinal sheer stiffness (K s ). The specific materials that were used in the experimentation are: twelve concrete blocks with carbon fibre sheets and they were tested in relation to different bonding agents with select properties. In order to compare the received qualities, the data was recorded according to the corresponding displacement. Also, the concrete blocks were being subjected to the longitudinal force which would show overall effect of the types of bonding agents. Methodology Specimen preparation The preparation stage will consist of preparing the specimens in order to make sure any extraneous conditions are nullified. A specific dimension of the concrete and carbon fibre will be set out and regulated in relation to the Instron Machine. Preparation of concrete The primary step was to build a certain and specific mix for the concrete. The designed properties were decided upon and results provided. The process was guided by the knowledge received from the third year subject, which focused on the designs and types of concrete. The following steps were taken:  1. The amounts will be produced from the 11 steps of mix design (Appendices10.1).  2. For the purpose of finding out the required amount of each element the value of separate elements—water, cement, fine aggregate, coarse aggregate were multiplied by the volume of the mould. This procedure has aided in preventing possible hazardous waste to be included in the solution. Table below will outset the amount of elements in kilograms that were used for the project. Rectangular shaped moulds were used for the concrete. Table 1.1 Mixing Design Mix Design        Amount of mix