Neville A, Dilger A, Brooks J. Creep of plain and structural concrete [M]. New York: Construction Press, 1983: 33―36.
[2]
ACI Committee 209. Prediction of creep, shrinkage and temperature effect in concrete structures [R] . Farmington Hills, MI: American Concrete Institute, 1992: 1―47.
[3]
Comité euro-international du béton. CEB-FIP Model Code 1990: design code [M]. FIB-Féd. Int. du Béton, 1993: 437.
[4]
Bažant Z P, Baweja S. Creep and shrinkage prediction model for analysis and design of concrete structures: Model B3 [J]. ACI Special Publications, 2000, 194: 1―84.
Ding Wensheng, Lu Zhitao, Meng Shaoping. Analysis of models for concrete shrinkage and creep [J]. Bridge Construction, 2004, 6 : 13―16. (in Chinese)
[7]
Wei Ya, Hansen Will. Characterizing cracking potential of cementitious mixtures based on shrinkage and humidity drop rate [J]. ACI Materials Journal, 2013, 110(4): 433―440.
[8]
Østergaard, Lennart, Lange David A , Altoubat Salah A , Henrik Stang. Tensile basic creep of early-age concrete under constant load [J]. Cement and Concrete Research, 2001, 31(12) : 1895―1899.
[9]
Bissonnette B, Michel P, Alexander M V. Tensile creep of concrete: Study of its sensitivity to basic parameters [J]. ACI Materials Journal, 2007, 104(4): 360―368.
[10]
巨玉文, 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. Jun Yuwen, Li Kefei, Han Jianguo. Experimental and theoretical research on tensile creep of early-age concrete [J]. Engineering Mechanics, 2009, 26(9): 43―49. (in Chinese)
[11]
Renaivomanana N, Multon S, Turatsinze A. Basic creep of concrete under compression, tension and bending [J]. Construction and Building Materials, 2013, 38: 173―180.
[12]
ACI 318-08, Building code requirements for structural concrete and commentary [S]. Farmington Hills: American Concrete Institute, 2008.
[13]
Canadian Standards Association . Design of concrete structures-CSA standard A23.3-04 [S]. Rexdale, Ontario: Canadian Standards Association (CSA), 2004.
[14]
Bažant Z P, Osman E. Double power law for basic creep of concrete [J]. Materials and Structures, Research and Testing 1976, 9(49): 3―11.
[15]
Bažant Z, Hauggard A, Baweja S, Ulm F-J. Microprestress solidification theory for concrete creep. I: Aging and drying effects [J]. Journal of Engineering Mechanics, ASCE, 1997, 123(11): 1188―1194.
[16]
Reiner M. On volume or isotropic flow as exemplified in the creep of concrete [J]. Appl Sci Res, 1949, 1(1): 475―488.
