Development of some performance characteristics of wood laminate structures modified by carbon fiber

As a wooden building material, it is a used natural material showing various developments from primitive times to daylight and has an important place in other building materials. The materials used in wooden structures, the techniques and methods applied, have been changed due to the significant developments experienced in the building industry and reached to the techniques applied today. Wood is a burning material. It has a low ignition temperature compared to other building materials, but it can provide enough time for the survivors to keep the resistance of wood carriers for a long time during the fire. In this work, carbon fiber reinforced laminated wood (CFRP) material will be produced using different process techniques. In the study, three different thickness European Spruce (Picea abies) trees as wood raw materials and unidirectional carbon fiber material with used. Carbon fiber fabrics to be used will be bonded to 4 different application areas. Epoxy and polyurethane adhesives used as adhesives. The CFRP material to is produced at the structural size will be subjected to density, moisture, bending resistance, flexural modulus, and tensile strength parallel to the fibers, longitudinal tensile-shear (adhesion) and resistance, because of these tests, the effect of process differences will be determined. Changes in physical and mechanical behavior it is given to the literature in the light of the test data As a result, within the data obtained, an effective thesis work was put forth which can be used by a wide market area since it is addressed to many sectors using the lamination system together with the wood construction sector. With the production of this material, it is planned to give a high value-added product to the economy of the country. Keywords: Laminated Wood, Building, Carbon Fiber, CFRP, Strengthening