纳米颗粒对粉煤灰水泥基材料干缩变形的影响及机理

为探讨纳米颗粒对掺粉煤灰的水泥基材料干缩变形的影响,选取了纳米SiO2和纳米SiC两种纳米颗粒,分别制备了纳米改性粉煤灰水泥砂浆和混凝土试件,通过试验研究了纳米颗粒掺量对不同龄期粉煤灰水泥砂浆和混凝土干缩性能的影响,并分析了其作用机理.结果表明,掺纳米颗粒的水泥砂浆干缩率明显增大,掺量为2％的纳米SiO2水泥砂浆和纳米SiC水泥砂浆的28 d干缩率较普通水泥砂浆分别增大了90％和120％;掺量为2％的纳米SiO2混凝土和纳米SiC混凝土28 d干缩率较基准混凝土增大了124.8％和85.8％;纳米颗粒对粉煤灰水泥砂浆和粉煤灰混凝土干缩性能的影响很明显,而混掺与单掺纳米颗粒对混凝土的干缩率影响不大.分析认为,纳米颗粒比表面积大,吸附水分增多,造成内部自由水被大量消耗,同时由于纳米颗粒填充了混凝土内部结构中的微小孔隙,使得外部水分难以进入内部而被蒸发,造成内外变形不一致,最终增大了混凝土的干缩率.     

Shrinkage cracking in Roman cement pastes and mortars

Roman cements were key materials used in the architecture of the nineteenth and early twentieth centuries. Fine cracks, caused by restrained shrinkage during drying, are a distinct characteristic of all Roman cement stuccoes. Today, cracking has become an important barrier preventing broader acceptance of Roman cement as a material by the restoration and construction sector. Drying shrinkage and tensile properties of Roman cement pastes and mortars submitted to various curing and drying regimes were determined as key parameters controlling cracking. A higher volume of aggregate in the mortar mix and a moderate curing time produce optimum Roman cement mortars from the standpoint of reducing the risk of cracking. Fast drying produced significant microcracking due to moisture gradients and differential shrinkage across the specimens. Stress relaxation observed during the long-time loading of the materials reduced their vulnerability to cracking.     

早强剂对水泥稳定碎石材料干缩特性试验研究

以研究水泥稳定碎石路用材料的干缩特性为目的,在稳定碎石材料中掺入5%的水泥,再按水泥用量的0%、8%、10%、12%、14%、16%的早强剂(ESE-1型)替换水泥,研究不同早强剂掺量的水泥稳定碎石材料的失水率、干缩应变、干缩系数、失水率与干缩应变的关系.研究结果表明:早强剂能够降低材料的失水率、干缩应变、干缩系数,其中早强剂掺量为16%的材料抗干缩能力最强.故早强剂在提高材料早期强度和加快道路施工速度的同时,能够提高水泥稳定碎石材料的抗干缩能力,改善水泥稳定碎石材料因干缩造成的早期病害.     

Moisture Diffusion Coefficients for Modeling the First and Second Drying Sections of Green Bricks

A model has been developed that describes the dependence of the moisture diffusion coefficient on the water fraction. Until the end of shrinkage has been achieved, the moisture diffusion coefficient is proportional to the second power of the water fraction. Due to shrinkage, the relevant capillary spaces available for water transport become smaller. Consequently, the moisture diffusion coefficient decreases continually. After the end of shrinkage, the flow resistance to the water moving toward the surface increases sharply due to penetrating air. This leads to a steep drop of the moisture diffusion coefficient by several powers of ten. Measurements were carried out with specimens of defined geometry to determine the moisture diffusion coefficient. On the basis of a specified limiting value, the model is capable of calculating the moisture diffusion for all initially specified raw materials moistures. The moisture can also be determined if the degree of drying shrinkage is known. Using the determined moisture diffusion coefficient, the first and the second drying section can be located. Drying tests were carried out in a laboratory dryer and the experimental results obtained were compared to the simulation results. The simulation results are in good agreement with the experimental results.     

Simultaneous Heat and Mass Transfer in Shrinkable Apple Slab During Drying

The goal of the study was to determine the influence of drying shrinkage on the kinetics of convection apple slab drying. The arbitrary Lagrange-Eulerian (ALE) method was used to enter a problem with moving boundaries. It was found that drying shrinkage had a major influence on the both simulated temperature and water content in the material. The lower the moisture content in particles during drying, the more pronounced the effect of shrinkage on simulation of heat and mass transfer. It was found that application of the arbitrary Lagrange-Eulerian method for shrinkage modeling leads to a relatively simple mathematical model of the drying kinetics of shrinkable materials.     

Simultaneous Heat and Mass Transfer in Shrinkable Apple Slab During Drying

The goal of the study was to determine the influence of drying shrinkage on the kinetics of convection apple slab drying. The arbitrary Lagrange-Eulerian (ALE) method was used to enter a problem with moving boundaries. It was found that drying shrinkage had a major influence on the both simulated temperature and water content in the material. The lower the moisture content in particles during drying, the more pronounced the effect of shrinkage on simulation of heat and mass transfer. It was found that application of the arbitrary Lagrange-Eulerian method for shrinkage modeling leads to a relatively simple mathematical model of the drying kinetics of shrinkable materials.     

A Method of Determination of Concentration Dependent Effective Moisture Diffusivity

ABSTRACT

A method based on Fourier series solution to Fick's diffusion equation has been proposed to evaluate effective diffusivity (D) as a function of moisture content in agricultural materials undergoing shrinkage during drying process. The shrinkage kinetics of the particulate was used to correlate its instantaneous size (spherical equivalent diameter) as a function of material moisture content A computer program was used to evaluate D based on shrinkage kinetics and experimental drying data and relate it to moisture content. The method was used to obtain moisture diffusivity data for thin layer drying of grape and corn.     

水泥浆体早期收缩的试验研究

开发了一套采用高精度LVDT位移传感器测定水泥浆体长度变化的仪器,并用该仪器对不同水灰比和不同混合材的水泥浆体的收缩行为进行了研究。结果表明,该仪器能够准确、连续地测量水泥浆体终凝后的自收缩和干燥收缩的发展过程。早期自收缩和干燥收缩随着水灰比降低而明显增加,在20℃相对湿度50%的环境下,水泥浆体的自收缩占干燥收缩的10%左右;掺粉煤灰可以少量降低水泥浆体的自收缩和干燥收缩,而掺入石灰石和矿渣则不同程度的增大了水泥浆体早期收缩率。     

脱硫石膏的热处理及其对矿渣水泥若干性能的影响

研究了在不同温度下处理的脱硫石膏对矿渣水泥若干性能的影响，确定其在水泥基材料中循环利用的可行性。研究结果表明，经低温烘干焙烧处理的脱硫石膏，掺入到矿渣水泥中并控制适当的SO3掺量，水泥凝结时间正常，强度略有提高，并且明显降低了硬化水泥浆体的失水率和干缩率，可以有效防止收缩裂缝的产生：并进一步探讨了脱硫石膏对矿渣水泥性能的影响机理。     

Strength and shrinkage properties of mortar containing a nonstandard high-calcium fly ash

A laboratory study was undertaken to assess the compressive and flexural tensile strength and drying shrinkage properties of mortar mixtures containing high-calcium nonstandard Afsin-Elbistan fly ash (FA). Possibility of using Afsin-Elbistan FA in cement-based materials as shrinkage-reducing or compensation agent was also discussed. Five mortar mixtures including control Portland cement (PC) and FA mortar mixtures were prepared. FA replaced the cement on mass basis at the replacement ratios of 10%, 20%, 30% and 40%. Water-cementitious materials ratio was 0.4 for all mixtures. The mixtures were cured at 65% relative humidity and 20±2 °C. The compressive and flexural tensile strength and drying shrinkage values of the mortar mixtures were measured. The results show that Afsin-Elbistan FA reduced drying shrinkage of the mortar by 40%. Therefore, it was concluded that Afsin-Elbistan FA can be used as a shrinkage-reducing agent. The mortar containing 40% FA expanded. This indicates that Afsin-Elbistan FA may be utilized to compensate drying shrinkage of cement-based materials.     

高C3S水泥系统的力学性能及干缩性能

研究了高C3S水泥系统和普通水泥系统的力学性能及干缩性能。结果表明,高C3S水泥具有较高的强度和较小的干缩,可大量利用粉煤灰(掺量可达40%)。普通水泥只有在很高的比表面积时,3d和28d强度才和高C3S水泥相当,但其干缩比高C3S水泥大得多。从节约能源、利用资源和提高水泥混凝土材料耐久性出发,应大力发展高C3S水泥。     

水泥基体参数对水泥砂浆干缩性能的影响

采用干缩实验研究水灰比、灰砂比、水泥细度等水泥基体参数对水泥浆干缩性能的影响。结果表明,水灰比在0.35～0.60时,砂浆的干缩率随水灰比增大而增大;其它条件不变时,砂浆的干缩率随胶砂比增大而明显增大,随水泥细度提高而增大;高标号水泥的干缩率大于低标号水泥,水泥标号相同时,P.II>P.F>P.S;矿渣微粉比粉煤灰更适用于生产高性能水泥和高性能混凝土;减缩剂能明显减小水泥砂浆的干缩率。     

Desiccation shrinkage of cementitious materials as an aging, poroviscoelastic response

This paper describes and evaluates a new model that utilizes aging poroviscoelasticity for predicting the shrinkage of cementitious materials induced by loss of moisture from the pore structure (i.e. desiccation). The new model incorporates well-accepted mechanisms for desiccation shrinkage and accounts for the effect of changing concentrations of dissolved species in the pore fluid. Additionally, the model is used to interpret viscoelastic behavior during the drying process via comparisons of model predictions with measured shrinkage of hardened portland cement paste. It was found that while a poroelastic model under predicts the measured shrinkage, the poroviscoelastic model significantly over predicts the shrinkage unless intrinsic aging of the C–S–H gel is included in the model.     

Modeling and On-line Measurement of Drying Stress of Pinus massoniana Board

A drying stress model was established by considering that the total shrinkage of wood is the sum of free shrinkage, instantaneous strain, viscoelastic strain, and mechanosorptive strain. From the stress model, the stress can be calculated once the actual wood shrinkage and moisture content gradient are known. Based on this theory, on-line measurement of the drying stress has been realized by measuring the moisture content (MC) gradient between the surface and the core layers, and the actual shrinkage of the board for Pinus massoniana.

A sensor for measuring wood shrinkage was developed based on electric resistance and strain relationship in a selected element material within the sensor. A resistance type of MC sensor was used for the MC gradient measurement. These sensors are reliable and can meet the requirement of the measurements in practical drying. The technique reported in this article for detecting drying stress from the on-line measurements of board shrinkage and MC gradient can be applied to develop optimized drying schedule in commercial drying.     

Modeling and On-line Measurement of Drying Stress of Pinus massoniana Board

A drying stress model was established by considering that the total shrinkage of wood is the sum of free shrinkage, instantaneous strain, viscoelastic strain, and mechanosorptive strain. From the stress model, the stress can be calculated once the actual wood shrinkage and moisture content gradient are known. Based on this theory, on-line measurement of the drying stress has been realized by measuring the moisture content (MC) gradient between the surface and the core layers, and the actual shrinkage of the board for Pinus massoniana.

A sensor for measuring wood shrinkage was developed based on electric resistance and strain relationship in a selected element material within the sensor. A resistance type of MC sensor was used for the MC gradient measurement. These sensors are reliable and can meet the requirement of the measurements in practical drying. The technique reported in this article for detecting drying stress from the on-line measurements of board shrinkage and MC gradient can be applied to develop optimized drying schedule in commercial drying.     

1H驰豫时间谱在水泥基材料研究中的应用

水泥水化、硬化体结构的形成及演化、水泥基材料内部不同水分之间的转化、吸水、干燥、水分在水泥基材料内部的扩散过程引起水分化学状态或所处环境物理状态的变化.这种变化可用1H核磁共振驰豫时间进行表征.已有的研究表明,1H驰豫时间谱可用于水泥水化过程、硬化体结构形成、孔结构、水分在水泥基材料内的传输过程等的表征,所得结果与其它方法所得结果有较好的一致性.且磁共振成像可直接观察水分在水泥基材料中的分布及传输,这是其它现代测试方法难以达到的.     

Development of eigenstress due to drying shrinkage in hardened portland cement pastes: Thermomechanical analysis

The drying shrinkage of hardened Portland cement pastes with water-cement ratio from 0.25 to 0.70 was characterized in terms of shrinkage eigenstress determined by thermomechanical analysis (TMA). The eigenstress development with water loss during thermal drying was investigated using thermogravimetric and thermomechanical analyses (TGA and TMA). Two major periods of water loss during thermal drying were observed at about 50°C and 90°C. Drying mechanisms associated with each of these are discussed. The ultimate eigenstress values for different Portland cement pastes obtained from TMA appear to be much less than the normal tensile strength developed in Portland cement pastes.     

胡萝卜对流干燥过程理论分析——临界水分质量比

收缩和非收缩条件下,对胡萝卜对流干燥特征进行了理论分析。发现临界水分质量比是试样几何形状、尺寸大小以及热空气温度、速度、相对湿度的函数。在收缩条件下,只有薄片状试样对流干燥过程包含恒速干燥阶段和降速干燥阶段;而圆柱状和球状试样干燥速率从干燥起始就随试样水分质量比的下降降低。数值实验结果表明,根据物料临界水分质量比很难确定对流干燥过程处于外部干燥条件控制的第1干燥阶段还是物料内部条件因素控制的第2干燥阶段。临界水分质量比不是表明物料干燥特性的特征参数。     

Drying and autogenous shrinkage of pastes and mortars with activated slag cement

Activated slag cement (ASC) shows significantly higher shrinkage than ordinary Portland cement agglomerates. Cracking generated by shrinkage is one of the most critical drawbacks for broader applications of this promising alternative binder. This article investigates the relationship between ASC hydration, unrestrained drying and autogenous shrinkage of mortar specimens. The chemical and microstructure evolution due to hydration were determined on pastes by thermogravimetric analysis, conduction calorimetry and mercury porosimetry. Samples were prepared with ground blast furnace slag (BFS) activated with sodium silicate (silica modulus of 1.7) with 2.5, 3.5 and 4.5% of Na₂O, by slag mass. The amount of activator is the primary influence on drying and autogenous shrinkage, and early hydration makes a considerable contribution to the total result, which increases with the amount of silica. Drying shrinkage occurred in two stages, the first caused by extensive water loss when the samples were exposed to the environment, and the second was associated with the hydration process and less water loss. Due to the refinement of ASC porous system, autogenous shrinkage is responsible for a significant amount of the total shrinkage.