NEXCEL Project Paper 18

Release time: 2024/07/26 Publisher： original Views：

Design, preparation and mechanical properties of novel glass ffber reinforced polypropylene bending bars

Introduction

Prof. Li Chenggao from Harbin Institute of Technology, Principal Investigator of NEXCEL 2024 SFP project "Performance research and demonstration of thermoplastic composite stirrups," and Prof. Xian Guijun, project key member, have published a paper entitled "Design, preparation and mechanical properties of novel glass ffber reinforced polypropylene bending bars" in "Construction and Building Materials" (SCI) recently.

Abstract

Fiber reinforced thermoplastic composite bars offered the advantages of repeated molding, high toughness, and recyclability, making them a promising alternative to steel bars. For the stirrups applications in concrete structures, it was essential to develop efffcient bending technologies for producing high-quality thermoplastic bending bars. In the present paper, the bending properties of glass ffber reinforced polypropylene (GFRPP) composite bars were investigated by experimental and theoretical methods. A novel bending ffxture of GFRPP bars was speciffcally designed for GFRPP bars to ensure the reliable bending of the bars. Finite element simulation was employed to analyze the stress distribution of GFRPP bars, providing valuable insights into their mechanical behavior. Additionally, a bending strength model was developed based on the material mechanics, offering a theoretical framework for understanding and predicting the bending strength of GFRPP bars. Finally, the bending mechanism of bars was further revealed according to experimental and theoretical ffndings. The results of the study demonstrated that the specially designed bending ffxture was successful in minimizing damage to the bending section of the GFRPP bars, leading to a signiffcant improvement in bending strength retention of up to 43.2 %. Furthermore, the theoretical results and experimental test have a good agreement in terms of stress distribution and failure mode. The maximum strain in the transition zone between the straight section and the bending section of the GFRPP bars was nearly double that of the straight section at the same stress levels. With the increase of bending radius to diameter ratio from 3.0 to 7.0, the tensile strength of GFRPP bending bars increased by ~7.9 %. The study identiffed the transition area between the bending section and straight section of GFRPP bars as the most critical failure point. The strength degradation mechanism during the bending were attributed to the shrinkage and torsion of inner ffbers owing to the compression caused the local stress concentration, which caused the inner resin matrix to crack and interface debonding of ffber/resin, leading to the premature tensile failure.

Paper Details

Construction and Building Materials，2024, 429: 136455

https://doi.org/10.1016/j.conbuildmat.2024.136455