混凝土环形收缩试验的研究进展

doi:10.11896/cldb.21010051

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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.

Key words： ring confined shrinkage test test device restraint degree humidity cracking indicator

Published: 25 February 2023 Online: 2023-03-02

CLC number:

TU528

Fund:Natural Science Foundation of China (E51508102), Natural Science Foundation of Fujian Province (2019J01233), China Postdoctoral Science Foundation (2020M671951), Fuzhou University Testing Fund of Precious Apparatus (2020T035), Testing Funding of State Key Laboratory of High Performance Civil Engineering Materials (2019CEM003), Testing Funding of Key Laboratory of Civil Engineering Materials of Jiangsu Province (CM2018-04), and Testing Funding of Yangtze River Scientific Research Institute (CKWV2019750/KY).

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	Articles by authors
	ZHANG Chao
	FANG Sheng
	HUANG Wei
	LAI Zhichao
	CHEN Tianping

Cite this article:

ZHANG Chao,FANG Sheng,HUANG Wei, et al. Ring Shrinkage Test of Concrete:a Review[J]. Materials Reports, 2023, 37(4): 21010051-10.

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http://www.mater-rep.com/EN/10.11896/cldb.21010051 OR http://www.mater-rep.com/EN/Y2023/V37/I4/21010051

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