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The behaviour of Basalt Fibre Reinforced Polymer (BFRP) loaded perpendicular to glulam timber elements was investigated. It was found that pull-out load increased approximately linearly with the bonded length up to maximum which occurred at a bonded length of 250mm (∼15times the hole diameter) and did not increase beyond this bonded length. Failure mode of the samples was mostly shear fracture which...
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