论文成果
An experimental investigation on the FPZ properties in concrete using digital image correlation technique
- 点击次数：
- 论文类型：期刊论文
- 发表时间：2011-12-01
- 发表刊物：ENGINEERING FRACTURE MECHANICS
- 收录刊物：Scopus、SCIE、EI
- 文献类型：J
- 卷号：78
- 期号：17
- 页面范围：2978-2990
- ISSN号：0013-7944
- 关键字：Concrete; Fracture process zone; Digital image correlation technique;
Crack opening displacement; Fracture process zone length
- 摘要：This paper presents an experimental investigation on the properties of the fracture process zone (FPZ) in concrete using the digital image correlation (DIC) technique. Based on the experimental results, it is found that the FPZ length increases during crack propagation but decreases after the FPZ is fully developed. The FPZ length at the peak load and the maximum FPZ length increase with an increase in specimen height, but decrease by increasing the notch depth to specimen height ratio. It is also found that the crack extension length at the peak load is about 0.25 times the ligament length. (C) 2011 Elsevier Ltd. All rights reserved.
