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Dimensional instability of cement-bonded particleboard: behavior of cement paste and its contribution to the composite.

机译:水泥粘合刨花板的尺寸不稳定性:水泥浆的行为及其对复合材料的贡献。

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摘要

This paper examines the behaviour of cement paste under constant and changing relative humidity (RH) conditions to evaluate the contribution of cement paste to the dimensional instability of cement-bonded particleboard (CBPB). It was found that thetrend of changes in cement paste was very similar to, but the degree of changes was different from, that of CBPB at various exposures. The comparison of the results of cement paste with those of CBPB indicated that the inclusion of wood chips acceleratedthe carbonation reaction, and that carbonation of the cement paste exerted additional stresses on the wood chips in CBPB; this resulted in a slightly higher increase in mass but an appreciably greater decrease in the dimension of CBPB under constant 20deg C/65% RH. The cement paste had considerably lower changes in mass and dimension with a single change in RH between 35 and 90% RH (except for the increase in mass on adsorption at 90% RH) compared with CBPB. The inflection in the relationship between massand dimensional changes of cement paste was more distinct than that of CBPB with the change of mass per unit length change after the "inflection point" being about eight times higher than that of CBPB on desorption. Under cyclic RH, the response to thelevel of RH and the history of sorption was different between cement paste and CBPB, with the difference in dimensional change between adsorption and desorption being more significant, while the adsorption at 90% RH for the cement paste was considerablyhigher. Fitting of models previously developed to the data permitted the prediction of accumulated change of the cement paste with a good degree of fit and established the suitability of using these formulae for modelling CBPB as a composite to be described in a further paper in this series.
机译:本文研究了水泥浆在恒定和变化的相对湿度(RH)条件下的行为,以评估水泥浆对水泥粘合刨花板(CBPB)尺寸不稳定性的影响。结果发现,水泥浆的变化趋势与CBPB在各种暴露下的变化趋势非常相似,但变化程度却不同。水泥浆与CBPB的结果比较表明,木屑的掺入加速了碳化反应,水泥浆的碳化对CBPB中的木屑施加了额外的应力。在恒定的20°C / 65%RH下,CBPB的体积增加了一点,但是质量却明显减小了。与CBPB相比,水泥浆的质量和尺寸变化明显较低,相对湿度在35至90%RH之间有一个单一变化(在90%RH时吸附质量增加了)。水泥浆质量与尺寸变化之间关系的拐点比CBPB的拐点更明显,解吸后“拐点”后每单位长度变化的质量变化大约比CBPB高八倍。在循环RH下,水泥浆和CBPB对RH水平的响应和吸附历史不同,吸附和脱附之间的尺寸变化差异更大,而水泥浆在90%RH下的吸附量要高得多。 。对先前开发的数据进行模型拟合,可以很好地预测水泥浆的累积变化,并确定了使用这些公式将CBPB建模为复合材料的适用性,这将在本系列的另一篇论文中进行描述。

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