Experimental Study on Crack Propagation of Concrete Under Various Loading Rates with Digital Image Correlation Method

Jingwu Bu,Liangpeng Hu,Hanqing Yang,Saisai Liu,Xudong Chen

doi:10.1186/s40069-020-00400-5

Abstract

The quantificational exploration of the propagation law of fracture process zone (FPZ) is of great importance to the research on concrete fracture. This paper performed fracture experiments on pre-cracked concrete beams under various loading rates. Digital image correlation (DIC) method was applied to obtain the whole field displacement of concrete in the fracture test. The crack opening displacement (COD) and the evolution of FPZ were determined based on the whole field displacement. The results show that the length of FPZ first increases and then decreases with the development of the effective crack length and the maximum length of FPZ is about 60 mm. It can be found that the length of FPZ corresponding to the peak load decreases with the increase of loading rates. Based on the fictitious crack model, a bilinear softening model was established. According to the proposed model, the mechanical behavior and the propagation law of FPZ were analyzed. The bilinear softening model can reflect the microcrack development and the aggregate interlocking in the FPZ.

Highlights

Most concrete structures in service are subjected to static loads as well as are frequently disturbed by dynamic loads such as earthquakes, shocks and explosions
Rosa et al (2012) conducted three-point bending tests on pre-cracked concrete beams under five loading rates ranging from 1.74 × 10–5 to 17.4 mm/s and found that both the peak load and the fracture energy of concrete increase with the increasing of loading rates
It was found that the peak load of concrete specimen increases with the increasing of loading rates and the increase amplitude is influenced by the initial crack-depth ratios

Summary

Introduction

Most concrete structures in service are subjected to static loads as well as are frequently disturbed by dynamic loads such as earthquakes, shocks and explosions. Bazant and Gettu (1992) studied the variation of concrete fracture mechanical parameters under different loading rates with size effect model and their results indicated that the fracture toughness, FPZ length and the critical crack opening

Results

Conclusion