Dittmer, Hans Beushausen. The effect of coarse aggregate content and size on the age at cracking of bonded concrete overlays subjected to restrained deformation [J]. Construction and Building Materials, 2014, 69: 73―82.
[2]
G, Vandewalle L, Van Gemerta D, et al. Time-dependent deformations of limestone powder type self-compacting concrete [J]. Engineering Structures, 2008, 30(10): 2945―2956.
[3]
Leemann, Pietro Lura, Roman Loser. Shrinkage and creep of SCC—The influence of paste volume and binder composition [J]. Construction and Building Materials, 2011, 25(5): 2283―2289.
[4]
E, Granger S, Turcry Ph, Loukili A. Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete [J]. Cement & Concrete Composites, 2007, 29(8): 626―636.
[5]
王国杰, 王辉明. 自密实混凝土自生约束收缩开裂性能试验研究[J]. 建筑材料学报, 2010, 13(5): 607―612.[5] Zheng Jianlan, Wang Guojie, Wang Huiming. Experimental study on cracking tendency under restrained autogenous shrinkage of self-compacting concrete [J]. Journal of Building Materials, 2010, 13(5): 607―612. (in Chinese)
[6]
Radlinska, Jason Weiss. Assessing the Repeatability of the Restrained Ring Test [C]// Brandt A M, Olek J, Marshall I H. Brittle Matrix Composites 9, Cambridge, Woodhead Publishing Ltd., 2009: 335―346.
[7]
Aleksandra, Brooks Bucher, Jason Weiss. Comments on the interpretation of results from the restrained ring test [J]. Journal of ASTM International, 2008, 5(10): 12.
[8]
1581-04. Standard test method for determining age at cracking and induced tensile stress characteristics of mortar and concrete under restrained shrinkage [S]. West Conshohocken, PA, USA: ASTM, 2004.
[9]
张君, 罗孙一鸣. 基于水泥水化度的混凝土早期力学性能发展预测[J]. 工程力学, 2013, 30(10): 133―139.[9] Gao Yuan, Zhang Jun, Luosun Yiming. Modeling on mechanical properties of concrete based on cement hydration degree [J]. Engineering Mechanics, 2013, 30(10): 133―139. (in Chinese)
[10]
张国新, 朱岳明. 基于细观损伤模型的混凝土湿度及干缩特性研究[J]. 工程力学, 2008, 25(7): 196―200.[10] Liu Youzhi, Zhang Guoxin, Zhu Yueming. Engineering mechanics study on concrete moisture and drying shrinkage based on microscopic damage mode [J]. Engineering Mechanics, 2008, 25(7): 196―200. (in Chinese)
[11]
李克非, 韩建国. 混凝土早龄拉伸徐变的试验与理论研究[J]. 工程力学, 2009, 26(9): 43―49.[11] Ju Yuwen, Li Kefei, Han Jianguo. Exprimental and theoretical research on tensile creep of early-age concrete [J]. Engineering Mechanics, 2009, 26(9): 43―49. (in Chinese)
[12]
Rossi, Jean-Louis Tailhan, Fabrice Le Maou. Comparison of concrete creep in tension and in compression: Influence of concrete age at loading and drying conditions [J]. Cement and Concrete Research 2013, 51:78―84.
[13]
H R, Weiss J. Quantifying shrinkage cracking in fiber reinforced concrete using the ring test [J]. Materials and Structures, 2006, 39(9): 887―899.
[14]
Guojie, Zheng Jianlan. Discuss on the correlation of steel ring strain and residual stress development in concrete due to differential shrinkage in ring test [C]// Shi C, Ou Z. Khayat K H. RILEM Proceedings on SCC 2014-3rd International Symposium on Design, Performance and Use of Self-Consolidating Concrete, Bagneux, France: RILEM Publications S.A.R.L., 2014: 260―267.
[15]
郑建岚. 较长龄期下自密实混凝土自生约束收缩开裂性能[J]. 福州大学学报(自然科学版), 2014, 42(3): 452―457.[15] Wang Guojie,Zheng Jianlan. Experimental Study on Restrained Autogenous Shrinkage Cracking Tendency of Self-Compacting Concrete in Long Ages [J]. Journal of Fuzhou University (Natural Science Edition), 2014, 42(3): 452―457. (in Chinese)
[16]
Jun, Gao Yuan, Wang Zhen-bo. Evaluation of shrinkage induced cracking performance of low shrinkage engineered cementitious composite by ring tests [J]. Composites: Part B2013, 52: 21―29.