Pullout Response of Ultra-High-Performance Concrete with Twisted Steel Fibers

Judong Ye,Guohua Liu

doi:10.3390/app9040658

Abstract

This paper aims to develop a pullout force formula and increase the understanding of the damage mechanisms of ultra-high-performance fiber reinforced concrete (UHPFRC) with twisted steel fibers (TSFs) through a pull-out test and finite element analysis (FEA). The formula was first obtained through a theoretical force analysis with model assumptions that are based on the experimental data in the literature. A microscale in-situ X-ray computed tomography (µXCT) was used to prepare 3D images of the cross-section of concrete before and after TSFs with three embedment lengths were pulled out. The tested pullout force values were used for comparison with the developed formula values. The µXCT images show the concrete matrix was preserved after the TSF was pulled out, indicating the stable pullout force values at the strain hardening stage was mainly caused by the fiber untwisting. FEA results show this untwisting behavior occurs on the effective untwisting length of TSF close to the exterior concrete surface. The theoretical formula values were found match well with the testing data. The developed formula is potentially used to analyze the pullout behavior of TSF with different geometries; thus, the design of the UHPFRC with TSFs can be optimized in the field.

Highlights

Fibers with different types, shapes, aspect ratios have been used to enhance the mechanical properties of concrete regarding its fracture toughness, flexural strength, tensile strength and energy absorbing capacity under impact [1,2,3,4,5,6,7,8]
The finite element analysis (FEA) results of fiber pullout force were compared with the average experimental results
Numerical results match with mm, causing a lower simulated pullout force compared to the testing value

Summary

Introduction

Shapes, aspect ratios have been used to enhance the mechanical properties of concrete regarding its fracture toughness, flexural strength, tensile strength and energy absorbing capacity under impact [1,2,3,4,5,6,7,8]. It was reported that the maximum compressive strength and tensile strength of the steel fiber reinforced concrete (FRC) could be as high as 292 MPa and 37 MPa, respectively and that the strain at peak stress up to 1.1% was obtained [2] These values are at least 5–10 times higher than those of the conventional concrete without steel fibers. The current studies focus on the optimization of the factors that influence

Objectives

Results

Conclusion