The Load-Bearing Capacity Assessment of GFRP Foundation Piles for Transmission Line Poles Using Experimental Tests and Numerical Calculations

Featured Application The proposed solution to monopiles made of glass fibre reinforcement polymer composite materials can be implemented in the foundation construction of low- and medium-voltage overhead transmission lines. The disadvantage of GFRP monopiles is their high deformability. The great advantages of GFRP monopiles, related to their very low dead weight, easy material processing, corrosion resistance, and dielectric properties, can be used in the case of low-voltage line poles.Abstract This article proposes a novel tube foundation intended for use under transmission line poles. The glass fibre reinforcement polymer (GFRP) piles were driven into sand. A steel tube pole, approximately 6 m high, was mounted on the foundation. The analysed foundations were designed as a monopile to be implemented in the construction of low- and medium-voltage overhead transmission lines. Experimental field tests of innovative piles made of the composite material were carried out on a 1:1 scale. The aim of this work was to develop an isotropic material model treating the GFRP composite as homogeneous. This approach does not fully reproduce the anisotropic behaviour of the composite, but it allows for the engineering design of structures made of the composite material. Laboratory tests in the form of a static tensile test on the samples and a tensile test on the rings cut from a hollow section were performed. The results of the experimental tests and FEM models of the GFRP rings and monopile embedded in sand were compared. The ultimate limit state (ULS) and serviceability limit state (SLS) of the analysed pile were assessed as 14.4 and 9.6 kNm, respectively. The developed numerical model, based on FEM, allows for the load-bearing capacity of the monopile made of GFRP to be reliably determined. From an engineering point of view, the developed numerical model of the GFRP material can be used to calculate the pile load-bearing capacity using engineering software that has limited capabilities in defining material models.