Forecasting the strength properties of the large diameter polymer rebar based on the experimental analysis of its structure

¹ Emperor Alexander I St. Petersburg State Transport University, Mechanical laboratory named prof. N.A. Belelubsky, 190031 St. Petersburg, Russia
² Technische Universität Dresden (TUD), Institute of Solid Mechanics, 01062 Dresden, Germany
³ Peter the Great St. Petersburg Polytechnic University, Institute of Applied Mathematics and Mechanics, 195251 St. Petersburg, Russia
⁴ Emperor Alexander I St. Petersburg State Transport University, Buildings Department, 190031 St. Petersburg, Russia

^* Corresponding author: benin.andrey@mail.ru

Abstract

Fiber reinforced plastic bar (FRP-rebar) is a two-component material consisting of polymer matrix (resin) and reinforcing filler (roving). Large-scale implementation of FRP-rebar and improvement of its manufacturing process have resulted in larger bar diameters. However, it is extremely complicated or even impossible to experimentally determine the mechanical properties of this kind of rebar when using standard testing machines. The reason for this is the low cross-direction strength of the rebar. The purpose of the research is to determine the elastic and strength properties of large diameter FRP-rebar by means of finite-element simulation as well as to analyze the influence of the components’ mass fractions and grooving on the mechanical properties being studied. In order to specify the parameters of the FE simulation model the authors performed some supplementary tests aimed at determining the structure of the fiber. A comparative study of the obtained numerical results against the experimental data is presented in the paper.