Citation: | RONG Hua, FAN Xing-lang, GENG Yan, DONG Wei. Research on Creep Characteristics of Concrete Under Biaxial Compressive Stresses[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 224-228. doi: 10.13204/j.gyjzG22062006 |
[1] |
BAŽANT Z P, BAWEJA S.Creep and shrinkage prediction model for analysis and design of concrete structures:model B3[J].Materials and Structures, 1995, 28(6):357-365.
|
[2] |
WENDNER R, HUBLER M H, BAŽANT Z P.The B4 model for multi-decade creep and shrinkage prediction[C]//Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete.2013:429-436.
|
[3] |
BAŽANT Z P.Prediction of concrete creep and shrinkage:past, present and future[J].Nuclear Engineering and Design, 2001, 203(1):27-38.
|
[4] |
LIU G T, GAO H, CHEN F Q.Microstudy on creep of concrete at early age under biaxial compression[J].Cement and Concrete Research, 2002, 32(12):1865-1870.
|
[5] |
BENBOUDJEMA F, MEFTAH F, SELLIER A, et al.A basic creep model for concrete subject to multiaxial loads[C]//Proceeding of 4th International Conference on Fracture Mechanics of Concrete Structures.2001:161-168.
|
[6] |
柯敏勇, 刘海祥, 陈松.桥用高强混凝土双轴徐变试验研究[J].建筑结构学报, 2012, 33(6):116-122.
|
[7] |
高虎, 刘光廷, 陈凤岐.混凝土双轴压缩徐变实验初步研究[J].清华大学学报(自然科学版), 2001, 41(11):110-113.
|
[8] |
KIM J K, KWON S H, KIM S Y, et al.Experimental studies on creep of sealed concrete under multiaxial stresses[J].Magazine of Concrete Research, 2005, 57(10):623-634.
|
[9] |
ROLL F.Long-time creep-recovery of highly stressed concrete cylinders[J].ACI, 1964(9):95-114.
|
[10] |
黄国兴, 惠荣炎, 王秀军.混凝土徐变与收缩[M].北京:中国电力出版社, 2012.
|
[11] |
BAŽANT Z P, JIRASEK M.Creep and hygrothermal effects in concrete structures[M].Berlin:Springer, 2018.
|
[12] |
ANDERSON P.Thirty years of measured prestress at Swedish nuclear reactor containments[J].Nuclear Engineering and Design, 2005, 235(21):2323-2336.
|
[13] |
ANDERSON P, HANSSON M, THELANDERSSON S.Reliability-based evaluation of the prestress level in concrete containments with unbonded tendons[J].Structural Safety, 2008, 30(1):78-89.
|