双轴压应力作用下混凝土徐变特性研究

荣华; 范兴朗; 耿岩; 董伟

doi:10.13204/j.gyjzG22062006

双轴压应力作用下混凝土徐变特性研究

doi: 10.13204/j.gyjzG22062006

荣华^1,2,
范兴朗²,
耿岩¹,
董伟³

1. 中冶建筑研究总院有限公司, 北京 100088;
2. 中冶检测认证有限公司, 北京 100088;
3. 大连理工大学, 辽宁大连 116024

基金项目:

国家自然科学基金面上项目(52078509)

国家重点研发计划项目(2020YFB1901500)

详细信息

作者简介:
荣华,女,1985年出生,博士,教授级高级工程师。电子信箱:ronghuakeke@163.com

计量
- 文章访问数: 96
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- 被引次数: 0
出版历程
- 收稿日期: 2022-06-20
- 网络出版日期: 2023-02-06

Research on Creep Characteristics of Concrete Under Biaxial Compressive Stresses

1. Central Research Institute of Building and Construction Co., Ltd., MCC Group, Beijing 100088, China;
2. Inspection and Certification Co., Ltd., MCC, Beijing 100088, China;
3. Dalian University of Technology, Dalian 116024, China

摘要

摘要: 核电安全壳结构承受双向预压应力作用,已有的单轴应力状态徐变计算方法无法计算双向应力下的混凝土徐变变形。考虑双轴应力状态对徐变泊松效应及徐变函数的影响,首先构建了以应力比为参数的双轴徐变泊松比矩阵,基于B4单轴徐变理论模型发展了以Dirichlet级数为表达的双轴受压徐变函数。综合考虑泊松效应及材料黏弹性特性,提出了双轴受压应力下混凝土徐变非线性理论模型。通过计算与试验结果的对比,验证了模型的准确性。最后将该模型应用于预应力损失分析,为服役核电安全壳预应力时变性损失分析及结构延寿性态评估提供了参考。
- 安全壳结构 /
- 预应力损失 /
- 徐变变形 /
- 非线性 /
- 双轴压缩
Abstract: The structures of nuclear containment vessel usually work under biaxial pre-compressive stresses. The existed uniaxial creep theory cannot be used to calculate the creep deformation of concrete under biaxial compressive stresses. Considering the effect of biaxial compressive stresses, the matrix of creep Poisson’s ratio was established by introducing the parameter of stress ratio. Meanwhile, based on the B4 creep model of uniaxial stress, the creep function under biaxial stresses was developed using Dirichlet series. Combining the Poisson effect with material viscoelastic property, the nonlinear creep model under biaxial compressive stresses was proposed. The proposed model was verified by taking the comparison between numerical and experimental results. Finally, the proposed model was also employed to numerically analyze the pre-stress loss for a containment vessel. It is expected that the proposed model could be useful for the containment vessel structures on assessment of time-dependent prestress loss and prediction of further working life.
- nuclear containment of power plant /
- prestress losing /
- creep deformation /
- nonlinearity /
- biaxial compression

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参考文献(13)

[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.