Compressive Strength and Morphology of Rigid Polyurethane Foam for Road ApplicationsSource: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012::page 04023474-1Author:Aroondet Boonsung
,
Suksun Horpibulsuk
,
Atthapan Pathompongpairoj
,
Apiwich Sawatwutichaikul
,
Punvalai Choenklang
,
Arul Arulrajah
DOI: 10.1061/JMCEE7.MTENG-16138Publisher: ASCE
Abstract: Rigid polyurethane foam (RPUF) is a lightweight material similar to expanded polystyrene foam but which has undergone a safer manufacturing process, for instance without flammable gases such as butane (C4H10) or pentane (C5H12). RPUF is manufactured from the combination of polyol (P) and diisocyanate (D) and can be used as lightweight and load-bearing materials for pavement applications. This research studied the influence of P content, polyol to diisocyanate ratio (p/d ratio), and mixing temperature of P and D on the compressive strength and microstructure of RPUF. For a particular P content, the increase in mixing temperature and the reduced p/d ratio resulted in a large amount of small-sized cells with high cell-contact pressure. The sufficient cell-contact pressure increased the compressive strength of RPUF and toughness, and extremely large cell-contact pressure caused the cell damage and the reduction in strength and toughness. At low P content, both an elevated mixing temperature to 40°C and reduced p/d ratio improved compressive strength of RPUF. However, at a high P content, the elevated mixing temperature resulted in cell damage, and the ambient mixing temperature of 25°C is recommended. To meet the upper limit of 0.12-MPa compressive strength at 1% strain for geofoam according to current standards the 40°C mixing temperature and p/d ratio of 1.0 are suggested for P content of 23 and 28 kg/m3, and the ambient mixing temperature and p/d ratio of 0.8 are suggested for P content of 34 kg/m3.
|
Collections
Show full item record
contributor author | Aroondet Boonsung | |
contributor author | Suksun Horpibulsuk | |
contributor author | Atthapan Pathompongpairoj | |
contributor author | Apiwich Sawatwutichaikul | |
contributor author | Punvalai Choenklang | |
contributor author | Arul Arulrajah | |
date accessioned | 2024-04-27T20:52:17Z | |
date available | 2024-04-27T20:52:17Z | |
date issued | 2023/12/01 | |
identifier other | 10.1061-JMCEE7.MTENG-16138.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4296141 | |
description abstract | Rigid polyurethane foam (RPUF) is a lightweight material similar to expanded polystyrene foam but which has undergone a safer manufacturing process, for instance without flammable gases such as butane (C4H10) or pentane (C5H12). RPUF is manufactured from the combination of polyol (P) and diisocyanate (D) and can be used as lightweight and load-bearing materials for pavement applications. This research studied the influence of P content, polyol to diisocyanate ratio (p/d ratio), and mixing temperature of P and D on the compressive strength and microstructure of RPUF. For a particular P content, the increase in mixing temperature and the reduced p/d ratio resulted in a large amount of small-sized cells with high cell-contact pressure. The sufficient cell-contact pressure increased the compressive strength of RPUF and toughness, and extremely large cell-contact pressure caused the cell damage and the reduction in strength and toughness. At low P content, both an elevated mixing temperature to 40°C and reduced p/d ratio improved compressive strength of RPUF. However, at a high P content, the elevated mixing temperature resulted in cell damage, and the ambient mixing temperature of 25°C is recommended. To meet the upper limit of 0.12-MPa compressive strength at 1% strain for geofoam according to current standards the 40°C mixing temperature and p/d ratio of 1.0 are suggested for P content of 23 and 28 kg/m3, and the ambient mixing temperature and p/d ratio of 0.8 are suggested for P content of 34 kg/m3. | |
publisher | ASCE | |
title | Compressive Strength and Morphology of Rigid Polyurethane Foam for Road Applications | |
type | Journal Article | |
journal volume | 35 | |
journal issue | 12 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-16138 | |
journal fristpage | 04023474-1 | |
journal lastpage | 04023474-11 | |
page | 11 | |
tree | Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012 | |
contenttype | Fulltext |