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Deformation behavior of acrylic polymer concrete: Effects of methacrylic acid and curing temperature

机译:丙烯酸聚合物混凝土的变形行为:甲基丙烯酸和固化温度的影响

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摘要

Objective: This study explores the deformation characteristics of acrylic polymer concrete (PC) to examine the viability of using acrylic PC as an infrastructure material. Materials: An acrylic resin with benzoyl peroxide (BPO) initiator and N,N-dimethylaniline (DMA) accelerator was used as a binder for PC. As an auxiliary accelerator, methacrylic acid (MAA) was employed. Methods: A series of laboratory experiments was performed to measure the setting shrinkage, coefficient of thermal expansion (CTE), and stress-strain relation of acrylic PC. Experimental variables were MAA contents (0,5, and 10 parts per hundred parts of resin (phr)) and curing temperatures (10,20, and 30 ℃). Results: The result showed that the ultimate setting shrinkage tended to increase as the MAA content and curing temperature increased. Furthermore, it was found that MAA had a significant effect on the rate of setting shrinkage development especially at very early ages. The CTE of acrylic PC tended to decrease with the increased MAA content. The experimental results also indicated that compressive strength, ultimate compressive strain, and modulus of elasticity of acrylic PC were substantially affected by MAA content.
机译:目的:本研究探索丙烯酸聚合物混凝土(PC)的变形特性,以检验使用丙烯酸PC作为基础材料的可行性。材料:具有过氧化苯甲酰(BPO)引发剂和N,N-二甲基苯胺(DMA)促进剂的丙烯酸树脂用作PC的粘合剂。作为辅助促进剂,使用了甲基丙烯酸(MAA)。方法:进行了一系列的室内实验,以测量丙烯酸酯PC的凝固收缩率,热膨胀系数(CTE)和应力-应变关系。实验变量为MAA含量(每100份树脂中的0.5和10份(phr))和固化温度(10,20和30℃)。结果:结果表明,随着MAA含量和固化温度的升高,最终凝固收缩率趋于增加。此外,发现MAA对收缩发展的速率有显着影响,尤其是在很小的年龄。丙烯酸PC的CTE随MAA含量的增加而降低。实验结果还表明,丙烯酸PC的抗压强度,极限压缩应变和弹性模量受MAA含量的影响很大。

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