Effect of Low-Stress Fatigue on the Off-Crack-Plane Fracture Energy in Engineered Cementitious Composites

Author:

Liu Longlong1ORCID,Gao Shuling2,Xin Jianda3,Huang Dahai1ORCID

Affiliation:

1. School of Transportation Science and Engineering, Beihang University, Beijing 100191, China

2. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China

3. Department of Structures and Materials, China Institute of Water Resources and Hydropower Research, Beijing 100038, China

Abstract

This paper presented an experimental study on the flexural properties of engineered cementitious composites (ECCs). The bending fatigue damage, residual deformation, and damage characteristics were investigated after a certain number of low stress levels in fatigue load. The composite fracture energy and fiber-bridging fracture energy were calculated by the J integral. It is observed that the number of cracks increased with the increment of stress levels, and most of the cracks were formed during the earlier stage of the dynamic test. The deformation capability decreased with the increment of stress levels while the reduction of the ultimate load was minor after the dynamic load. Furthermore, the strain-hardening phenomenon of the specimen enhanced initially and then weakened with the increment of stress levels. The residual equivalent yield strength became smaller with the increase of stress levels. Meanwhile, the trend was mild at low stress levels and then became steep at high stress levels.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Civil and Structural Engineering

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