Experimental study on CFRP-reinforced glulam-concrete composite beams
To investigate the mechanical behaviour of timber-concrete composite (TCC) beams strengthened with carbon fibre-reinforced polymer (CFRP), one TCC beam without CFRP and three TCC beams with different thickness of CFRP were tested under four point bending. During the loading process, the deformation development and failure mode of the composite beams were observed. The strain distribution at mid-sp