![Sample our Physical Sciences journals, sign in here to start your FREE access for 14 days]({"type":"image" , "src" : "/sda/110819/TOC-Subject-Sample-2021-Physical-Sciences.jpg"})
Abstract
This paper presents an experimental research on timber columns with externally bonded fibre reinforced polymer sheets, which consist of aramid fibre reinforced polymer, carbon fibre reinforced polymer and basalt fibre reinforced polymer. This is to provide a strengthening solution to upgrade the structural behaviour and load carrying capacities of such columns under the influence of fractured wood texture. In total, 14 columns were constructed and tested, consisting of 8 circular timber columns and 6 square ones. Besides, three columns of such two section types with knag were reinforced by wrapping of carbon fibre reinforced polymer sheets and tested. The failure mode was analysed, as well as the fracture surface. Externally bonded fibre reinforced polymer sheets were found to be very effective in upgrading the compressive strength of the columns strengthened. The enhancement on load carrying capacities by fibre reinforced polymer reinforcement is in the range of 69–103% for the specimens with a circular section and of 35–83% for the ones with a square section. The test results also show that better ductile behaviour and higher ultimate load carrying capacities were obtained for the columns with externally reinforcing of fibre reinforced polymer sheets. However, there is a great reduction in ultimate loading capacities on columns with fractured wood texture, and the cracks were found on the fracture surface because of the fibres near the cracks being compressed.