期刊文献+

早龄期混凝土内部湿度场的测量与数值模拟 被引量:5

Measurement and Numerical Simulation of Internal Humidity Field in Early-age Concrete
下载PDF
导出
摘要 通过对以往常用的混凝土内部相对湿度测试方法进行比较分析,研究开发能够准确、方便、数字化测试水泥基材料内部相对湿度的新型测试装置。基于新型测试装置对早龄期混凝土内部相对湿度进行了测量;并对混凝土内部湿度场进行了数值模拟。结果表明:新型测试装置结果要比预埋管法准确,装置的滞后性小;混凝土表面相对湿度降低较快,内部降低慢,水分含量沿试件高度分布不均,存在明显的湿度梯度;低水胶比混凝土的内部湿度场不仅受水分扩散的影响,还受到自干燥效应的影响;有限元数值模拟的计算结果与实测值有良好的一致性,有限元仿真计算能够较准确模拟混凝土的相对湿度,可用于分析不同构件混凝土的相对湿度变化规律。 By comparing and analyzing the commonly used test methods of internal relative humidity of concrete, a new type measuring device was developed,which could measure the internal relative humidity of cement-based materials accurately,easily and digitally. The internal relative humidity in early-age concrete was measured based on the new type measuring device,and the internal humidity field was simulated.Results show that the result mesured by the new type measuring device,which has small lag, is more accurate than that mesured by the preset pipe method. The superficial relative humidity decreases more rapidly than the internal relative humidity does,and the water content distributes unevenly along the specimen height, resulting in obvious humidity gradient; the internal humidity field of low water binder concrete is influenced both by moisture diffusion and by self-desiccation effect; the results of finite element numerical simulation and the measured values are in good agreement, finite element analysis can simulate the relative humidity in concrete accurately and be used to analyze variation of relative humidity in concrete of different components.
出处 《科学技术与工程》 北大核心 2013年第15期4252-4256,共5页 Science Technology and Engineering
基金 国家自然科学基金项目(51178162 51009058 50979032) 江苏省"六大人才高峰"计划(07-F-012)资助
关键词 早龄期混凝土 内部相对湿度 湿度传感器 探头 低水胶比 数值模拟 early-age concrete internal relative humidity humidity sensor probe low water-binder ratio numerical simulation
  • 相关文献

参考文献14

  • 1Grasley Z C, Lange D A. Thermal dialation and internal relative humidity of hardened cement paste. Materials and Structures, 2007 ; 40 (3) : 311-317.
  • 2Bentz D P. A review of early-age properties of cement-based materials. Cement and Concrete Research, 2008; 38(2) : 196-204.
  • 3王建,戴会超,顾冲时.混凝土湿度运移数值计算综述[J].水力发电学报,2005,24(2):85-89. 被引量:19
  • 4周继凯,陆建民,张建.水泥基材料内部相对湿度测试装置及其测试方法,GBCN101603937,2009-12-16.
  • 5蒋正武,孙振平,王培铭.高性能混凝土自身相对湿度变化的研究[J].硅酸盐学报,2003,31(8):770-773. 被引量:32
  • 6Parrott L J. Moisture profiles in drying concrete. Advanced Cement Research, 1988 ; 1 ( 3 ) : 164-170.
  • 7McDonld D B, Roper H. Discussion on the paperfactors influencing relative humidity in concrete. Magazine of Concrete Research, 1991 ; 43 : 305-307.
  • 8Parrott L J. Factors influencing relative humidity in concrete. Magazine of Concrete Research, 1991 ;43 : 45-52.
  • 9Jiang Z, Sun Z, Wang P. Internal relative humidity disribution in high-performance cement paste due to moisture diffusion and self-desiccation. Cement and Concrete Research, 2006 ; 36(2) : 320-325.
  • 10Kim J K, Lee C S. Moisture diffusion of concrete considering self- desiccation at early ages. Cement and Concrete Reasearch, 1999; 29(12) : 1921-1927.

二级参考文献59

  • 1Wittmann F H . Creep and shrinkage mechanism [ C ]//Creep and Shrinkage in Concrete Structures. New York: John Wiley & Sons, 1982:129-161 .
  • 2Alvaredo A M. Drying Shrinkage and Crack Formation [ R ] . Freiburg : Aedificatio Publishers, 1994.
  • 3Hancox N L . 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 [J]. Rilem Bulletin, 1967, 36 :197-201.
  • 4Villmann B, Slowik V, Michel A. Determination of the diffusion coefficient by inverse analysis of drying experiments[ C ]//Transport in Concrete: Nano-to Macrostructure. Essen: Aedificatio Publishers, 2007, 127-136.
  • 5Harmathy T Z. Simultaneous moisture and heat transfer in porous systems with particular reference to drying [J ] . Industrial and Engineering Chemistry Fundamentals, 1969, 8( 1 ) : 92-103.
  • 6Hilsdorf H K. A method to estimate the water content of concrete shields [J] . Nuclear Engineering and Design, 1967, 6(3): 251-263 .
  • 7Kim J K, Lee C S . Moisture diffusion of concrete considering self-desiccation at early ages [J] . Cement and Concrete Research, 1999, 29(8) : 1921-1927.
  • 8Carlson R W . Drying shrinkage of large concrete members [J] . American Concrete Institute Journal, 1937,33 (I) : 327-336.
  • 9Pickett G. The effect of change in moisture content on the creep of concrete under a sustained load [ J ] . American Concrete Institute Journal, 1942, 13(4) : 333-355.
  • 10Denarie E, Houst Y F. Moisture diffusivity of fiber reinforced silica fume mortars [ C ]//Proceedings of 15th International Conference of Fly Ash, Silica Fume, Slag and Plzzolans in Concrete . Milwaukee, USA : American Concrete Institute, 1995 : 763-777.

共引文献54

同被引文献62

引证文献5

二级引证文献90

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部