Strength and Chemical Resistance of Composites Based on Epoxy Resins, Filled With Gypsum in the Original and Waterhardened Forms

D. Starokadomsky, D. Rassokhin, A. Ishchenko, N. Sigareva, M. Reshetnyk
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Abstract

This paper reports the results of studying epoxy compositions with gypsum taken in the form of dispersed powders in the original and water-hardened form. The exact pattern has been shown in the way the introduction of a gypsum additive in the amount of 50 % by weight affects the strength, chemical stability, and morphology of the composites.

Under conventional heat treatment (60‒110 °C) of the hardened composites, the maximum stress at compression σm and the elasticity module at compression Ес, as well as wear resistance, decrease after the introduction of gypsums (of both types). At the same time, after a hard (destructive) heating at 250‒260 °C, the elasticity module Ес of the hardened composites increases. The maximum stress at compression σm is also increased. The same applies to the wear resistance, which grows especially noticeably after 250 °C.

The micro-hardness after filling is prone to increase but the fragility of epoxy-gypsum composites does not make it possible to measure it when a punch (a steel hemisphere) penetrates it deeper than 20 µm. However, after the heat treatment at 250‒260 °C, the unfilled polymer, on the contrary, is embrittled while the filled ones are plasticized, thus showing a high micro-hardness at significant (30‒50 µm) immersion.

The composites with gypsum, in contrast to the unfilled ones, do not disintegrate in acetone and retain integrity at any aging duration (up to 75 days and beyond). In this case, the original gypsum produces a composite with less swelling in acetone than the hardened gypsum. Based on the data from atomic-strength microscopy (ASM) microscopy, the morphologies of the non-filled composite, the composites with the hardened gypsum and original gypsum are different. The original gypsum forms a composite with a more pronounced (possibly crystalline) filler structure; the morphology for the hardened composite reflects the distribution of inert particles; for the unfilled composite (H-composite), only pores are visible against the background of a relatively smooth relief.
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石膏填充环氧树脂复合材料的强度和耐化学性
本文报道了石膏在原始和水硬化状态下以分散粉末形式组成环氧树脂的研究结果。确切的模式已经表明,在引入石膏添加剂的量的50%的重量影响的强度,化学稳定性和复合材料的形态。在常规热处理(60 ~ 110℃)条件下,加入石膏后,复合材料的最大压缩应力σm、压缩弹性模量Ес和耐磨性均有所降低。同时,经过250-260℃的硬(破坏性)加热后,硬化复合材料的弹性模量Ес增加。最大压缩应力σm也有所增大。耐磨性也是如此,在250°C之后,耐磨性的增长尤为明显。填充后的显微硬度容易增加,但当冲头(钢半球)穿透深度超过20µm时,环氧-石膏复合材料的脆性无法测量。然而,在250-260℃热处理后,未填充的聚合物反而变脆,而填充的聚合物则变塑化,因此在显著(30-50µm)浸泡下表现出较高的显微硬度。与未填充的复合材料相比,石膏复合材料在丙酮中不会分解,并且在任何老化时间(长达75天或更长时间)都保持完整性。在这种情况下,原始石膏产生的复合材料比硬化石膏在丙酮中溶胀更小。原子强度显微镜(ASM)数据显示,未填充复合材料、硬化石膏复合材料和原始石膏复合材料的形貌不同。原始石膏形成具有更明显(可能是结晶的)填料结构的复合材料;硬化复合材料的形貌反映了惰性颗粒的分布;对于未填充的复合材料(h -复合材料),在相对光滑的浮雕背景下只能看到孔隙。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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