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The relationship between autogenous deformation and internal relative humidity(IRH)of high-strength concrete and high-strength expansive concrete were investigated .The experimental results indicate that,there exists a good linear relationship between autogenous shrinkage and IRH of high-strength concrete but a nonlinear relationship between autogenous deformation and IRH of high-strength expansive concrete with expansive agent .The new autogenous deformation curve can be obtained by transforming the autogenous deformation data of high-strength expansive concrete,and there exists linear relationship between the autogenous deformation and IRH .The concept of"critical internal relative humidity"was proposed,which is defined as the value of IRH when autogenous deformation is zero,to effectively reflect the autogenous deformation characteristic of expansive concrete .

参考文献

[1] 胡曙光,何永佳,吕林女.调节混凝土内部相对湿度的释水因子技术及其应用[J].铁道科学与工程学报,2006(02):11-14.
[2] 吕林女,杨文,吴静,何永佳,胡曙光.释水因子的吸水与释水性能对钢管混凝土体积变形的影响[J].新型建筑材料,2008(03):5-8.
[3] 杨文,吕林女,吴静,何永佳,胡曙光.释水因子的吸水与释水性能对混凝土内部相对湿度的影响[J].混凝土,2008(03):30-32,35.
[4] O.M.Jensen;P.F.Hansen .Influence of temperature on autogenous deformation and relative humidity change in hardening cement paste[J].Cement and Concrete Research,1999(4):567-575.
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