华南理工大学学报(自然科学版) ›› 2014, Vol. 42 ›› Issue (2): 74-80.doi: 10.3969/j.issn.1000-565X.2014.02.012

• 土木建筑工程 • 上一篇    下一篇

基于变系数广义开尔文模型的混凝土徐变和松弛

张军 段亚辉   

  1. 武汉大学 水资源与水电工程科学国家重点实验室,湖北 武汉 430072
  • 收稿日期:2013-05-03 修回日期:2013-10-15 出版日期:2014-02-25 发布日期:2014-01-02
  • 通信作者: 张军(1988-),男,博士生,主要从事水工结构工程研究. E-mail:yunxiane@163.com
  • 作者简介:张军(1988-),男,博士生,主要从事水工结构工程研究.
  • 基金资助:

    高等学校博士学科点专项科研基金资助项目(20090141110022)

Research on Concrete Creep and Relaxation Based on the Generalized Kelvin Model with Variable Coefficients

Zhang Jun Duan Ya- hui   

  1. State Key Lab of Water Resource and Hydropower Engineering,Wuhan University,Wuhan 430072,China
  • Received:2013-05-03 Revised:2013-10-15 Online:2014-02-25 Published:2014-01-02
  • Contact: 张军(1988-),男,博士生,主要从事水工结构工程研究. E-mail:yunxiane@163.com
  • About author:张军(1988-),男,博士生,主要从事水工结构工程研究.
  • Supported by:

    高等学校博士学科点专项科研基金资助项目(20090141110022)

摘要: 首先,提出了一个基于变系数广义开尔文模型的混凝土徐变度 Dirichlet 级数表达式,并依据延迟范围理论建立了九参数徐变度公式; 然后,推导了松弛系数率的表达式,并在此基础上提出了计算松弛系数的率型迭加算法; 最后,基于试验数据将文中建议的徐变度表达式以及率型迭加算法与常用的徐变度公式以及计算松弛系数的迭加算法进行了比较。结果表明: 提出的徐变度表达式物理概念清晰且能避免负徐变; 九参数徐变度公式的拟合精度高于常用的八参数徐变度公式; 率型迭加算法避免了普通迭加算法的误差传递现象,大幅度提高了早龄期混凝土持载时间较长时的拟合精度.

关键词: 混凝土, 徐变, 松弛, 变系数广义开尔文模型, 龄期

Abstract:

In this paper,first,a Dirichlet series expression of concrete creep based on the generalized Kelvin mod-el with variable coefficients is suggested,and a creep expression with nine parameters is proposed based on the con-tinuous retardation spectrum.Then,an expression of relaxation coefficient rate is derived and a rate- type superposi-tion algorithm is further proposed to calculate the relaxation coefficient.Finally,by using some experimental data,the suggested creep expression and the rate- type superposition algorithm are respectively compared with the commonones.The results indicate that (1) the proposed creep expression possesses explicit physical meaning and helps toavoid negative creep; (2) the creep expression with nine parameters is of higher fitting precision,as compared withthe expression with eight parameters; and (3) the proposed rate- type superposition algorithm helps to avoid the er-ror propagation existing in the traditional superposition algorithm and greatly improves the fitting precision of theearly- age concrete at longer lag- time stage.

Key words: concrete, creep, relaxation, generalized Kelvin model with variable coefficients, age

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