ZHANG Chao1, FANG Sheng1, HUANG Wei1,2,*, LAI Zhichao1, CHEN Tianping3
1 College of Civil Engineering, Fuzhou University, Fuzhou 350108, China 2 Lets Holding Group Co., Ltd., Xiamen 361004,Fujian, China 3 Fujian Fuping Railway Co., Ltd., Fuzhou 350000, China
Abstract: In the current engineering practice, the volume of concrete is usually changed causing the formation of shrinkage due to the internal and external actions.Since recent research focusing on the shrinkage properties of concrete emerged, new research methods have continuously been proposed. The shrinkage of concrete is generally divided into free and confined shrinkage according to the limitation actions. One of the recent adopted testing methods is the ring confined shrinkage test that is widely used in testing the shrinkage of concrete. The wide usage of this method is due to its advantages that include the simple devices, easy operation, uniform stress, and easy popularization and standardization. It can also reflect the comprehensive effects of shrinkage and stress relaxation under constraint conditions. Therefore, it has the ability to effectively examine the cracking resistance of concrete. However, this testing method has some drawbacks such as the random cracking position, insufficient restraint on materials with high cracking, and long cracking time or no cracking. Thus, many scholars have suggested different improved devices that can induce cracks position and increase the cracking sensitivity. Besides, the influencing factors and cracking indicators of this testing method are also important for the scientific and practical application. For methods improvement, many studies conducted recently either locally or abroad have proposed new practical methods such as built-in sharp angle, inner and outer rings eccentricity, and elliptical rings. Several factors such as the constraint degree, humidity, fiber, etc., have an important influence on this testing method, while there are some practical cracking indexes based on tensile strength, fracturing mechanics, cracking coefficient, stress rate coefficient, etc., for the cracking indicators. This review summarizes the available research on the progress of concrete ring confined shrinkage test, from a detailed and comprehensive perspective of the experimental devices, influential factors and cracking indicators. Still, it provides analysis on the influencing factors of this testing method in order to serve as a reference for the future researchers when dealing with this method of testing.
通讯作者:
* 黄伟,福州大学土木工程学院助理研究员、硕士研究生导师。2010年7月本科毕业于重庆大学材料科学与工程学院,2017年7月于东南大学材料科学与工程专业在东南大学孙伟院士与Karen Scrivener教授联合培养下取得博士学位。主要从事超高性能/超高延性水泥基复合材料、水泥水化及微结构演变、固体废弃物综合利用、混凝土海洋环境耐久性、高性能混凝土外加剂等相关研究工作。已在Cement and Concrete Composites、Construction and Building Materials、Materials & Design等国际重要刊物发表多篇SCI等论文。WeiHuang@fzu.edu.cn
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2023, Vol. 37 
