Rate-dependent compressive behavior of concrete confined with Large-Rupture-Strain (LRS) FRP

• Published in: Composite structures 2021-09, Vol.272, p.114199, Article 114199
• Main Authors: Yan, Zhi-Wei, Bai, Yu-Lei, Ozbakkaloglu, Togay, Gao, Wan-Yang, Zeng, Jun-Jie
• Format: Article
• Language: English
• Subjects: LRS FRP-confined concrete; Repeated impact; SHPB; Strain rate effect; Stress–strain curve
• ISSN: 0263-8223; 1879-1085
• DOI: 10.1016/j.compstruct.2021.114199

The polyethylene naphthalene (PEN) and polyethylene terephthalate (PET) fibers have a tensile rupture strain of over 5%, and hence they are referred to as large-rupture-strain (LRS) fiber reinforced polymer (FRP) materials. Their large rupture strain characteristics may contribute to significant improvement of the impact resistance of reinforced concrete (RC) structures. This study investigates the strain rate effect on LRS FRP-confined concrete through Split Hopkinson Pressure Bar (SHPB) test. Results revealed that LRS FRP-confined concrete specimens exhibited superior impact resistance behaviors compared to the counterpart confined with CFRP composites when subjected to a single impact. The critical strain, compressive strength and toughness of the LRS FRP-confined concrete specimen increased with increasing strain rate. Due to the large rupture strain characteristics, the LRS FRP-confined concrete specimen virtually had no visible damage after a single impact. To study the damage evolution mechanism of concrete, the specimens were impacted for multiple times with the same energy until the failure of the specimen. Due to progressive concrete damage, the dynamic compressive strength and toughness experienced a decrease during multiple impacts. These findings might promote the application of LRS FRP materials in the field of impact resistance design of RC structures as a promising external jacketing material.