摘要：The possibilities of using concrete piles in a polymer composite reinforced with glass fibres in offshore facilities were shown.Laboratory tests of CFGFRPT type piles compressed axially and in eccentric compression for the analysis of CFGFRPT piles were used.Methods of analysis of dynamic systems for mathematical modelling of the displacement of the hammer in the pile driving process were applied.The possibilities of combining CFGFRPT piles,including the creation of hybrid piles were also presented.For example,concrete piles can be combined with concrete piles in a polymer composite reinforced with glass fibres with different fibre beam angles.The possibilities of using such hybrid piles in offshore facilities were indicated.
