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

Authors
Yeon, Kyu-SeokYeon, Jung HeumChoi, Yoon-SangMin, Seung-Ho
Issue Date
30-Jul-2014
Publisher
ELSEVIER SCI LTD
Keywords
Acrylic polymer concrete; Methacrylic acid; Curing temperature; Setting shrinkage; Coefficient of thermal expansion; Stress-strain relation
Citation
CONSTRUCTION AND BUILDING MATERIALS, v.63, pp.125 - 131
Journal Title
CONSTRUCTION AND BUILDING MATERIALS
Volume
63
Start Page
125
End Page
131
URI
https://scholarworks.bwise.kr/gachon/handle/2020.sw.gachon/12469
DOI
10.1016/j.conbuildmat.2014.04.051
ISSN
0950-0618
Abstract
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 (MM) 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 degrees C). Results: The result showed that the ultimate setting shrinkage tended to increase as the MM content and curing temperature increased. Furthermore, it was found that MM 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 MM content. (C) 2014 Elsevier Ltd. All rights reserved.
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Engineering (Department of Civil & Environmental Engineering)
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