Shape factors for concrete shrinkage and drying creep in model B4 refined by nonlinear diffusion analysis

被引:0
作者
Abdullah Dönmez
Zdeněk P. Bažant
机构
[1] Istanbul Technical University,Faculty of Civil Engineering
[2] Northwestern University,McCormick Institute Professor and W.P. Murphy Professor of Civil and Mechanical Engineering and Materials Science
来源
Materials and Structures | 2016年 / 49卷
关键词
Drying; Shrinkage; Creep; Shape effect; Moisture diffusion; Concrete;
D O I
暂无
中图分类号
学科分类号
摘要
The source of shrinkage and drying creep is the drying process. From the diffusion analysis of drying one can estimate the shrinkage strain. Same as drying, the shrinkage times scale as the square of the effective specimen thickness (or size), D, commonly characterized by the volume-surface ratio. But there is also an additional effect of cross section shape. In the creep and shrinkage prediction model B4 (a new Draft RILEM Recommendation, Mater Struct 48:753–750, 2015), the shape effect is taken into account by shape factor ks\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$k_{\rm{s}}$$\end{document} multiplying D. However, because of the strong nonlinearity of the diffusion equation for drying, the optimal ks\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$k_{\rm{s}}$$\end{document} values depend also on the environmental humidity. In model B4, as well as its predecessors since 1975, the ks\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$k_{\rm{s}}$$\end{document} values have been specified for typical shapes, i.e. the slab, cylinder, prism, sphere and cube, with values calculated approximately for only one relative humidity—65 %. Here the ks\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$k_{\rm{s}}$$\end{document} values for the same typical shapes are calculated with greater accuracy and for different environmental humidities—30, 40, 50, 60, 70 and 80 %, which allows interpolation in between. The ks\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$k_{\rm{s}}$$\end{document} values for the typical shapes range from 1.00 to 1.41.
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页码:4779 / 4784
页数:5
相关论文
共 26 条
[1]  
Hubler MH(2015)Statistical justification of model B4 for drying and autogenous shrinkage of concrete and comparisons to other models Mater Struct 48 797-814
[2]  
Wendner R(2015)Statistical justification of model B4 for multi-decade concrete creep using laboratory and bridge databases and comparisons to other models Mater Struct 48 815-833
[3]  
Bažant ZP(1972)Nonlinear water diffusion in nonsaturated concrete Mater Struct (RILEM, Paris) 5 3-20
[4]  
Wendner R(1976)Practical formulation of shrinkage and creep in concrete Mater Struct RILEM 9 395-406
[5]  
Hubler MH(1995)Justification and refinement of Model B3 for concrete creep and shrinkage. 2. Updating and theoretical basis Mater Struct (RILEM, Paris) 28 488-495
[6]  
Bažant ZP(2015)Extrapolation of short-time drying shrinkage tests based on measured diffusion size effect: concept and reality Mater Struct (RILEM) 49 411-420
[7]  
Bažant ZP(1968)Fire endurance of concrete slabs as influenced by thickness, aggregate type, and moisture J Portland Cem Assoc Res Dev Lab 10 9-24
[8]  
Najjar LJ(1965)Application of a small probe-type relative humidity gage to research on fire resistance of concrete J Portland Cem Assoc Res Dev Lab 7 2-12
[9]  
Bažant ZP(1967)A note on the form of the rate of drying curve for cement paste and its use in analyzing the drying behavior of this material RILEM Bull 36 197-201
[10]  
Osman E(1968)Effects of curing and drying environments on splitting tensile strength Am Concr Inst J 65 535-543