TY - JOUR
T1 - Effect of perlite powder on properties of structural lightweight concrete with perlite aggregate
AU - Yan, Gongxing
AU - Al-Mulali, Mohammed Zuhear
AU - Madadi, Amirhossein
AU - Albaijan, Ibrahim
AU - Elhosiny Ali, H.
AU - Algarni, H.
AU - Le, Binh Nguyen
AU - Assilzadeh, Hamid
N1 - Publisher Copyright:
Copyright © 2022 Techno-Press, Ltd.
PY - 2022/11/10
Y1 - 2022/11/10
N2 - A high-performance reactive powder concrete (RPC) has been readied alongside river sand, with 1.25 mm particle size when under the condition of 80C steam curing. As a heat and sound insulation, expanded perlite aggregate (EPA) provides economic advantages in building. Concrete containing EPA is examined in terms of cement types (CEM II 32.5R and CEM I 42.5R), doses (0, 2%, 4% and 6%) as well as replacement rates in this research study. The compressive and density of concrete were used in the testing. At the end of the 28-day period, destructive and nondestructive tests were performed on cube specimens of 150 mm150 mm150 mm. The concrete density is not decreased with the addition of more perlite (from 45 to 60 percent), since the enlarged perlite has a very low barrier to crushing. To get a homogenous and fluid concrete mix, longer mixing times for all the mix components are necessary due to the higher amount of perlite. As a result, it is not suggested to use greater volumes of this aggregate in RPC. In the presence of de-icing salt, the lightweight RPC exhibits excellent freeze-thaw resistance (mass is less than 0.2 kg/m2). The addition of perlite strengthens the aggregate-matrix contact, but there is no apparent ITZ. An increased compressive strength was seen in concretes containing expanded perlite powder and steel fibers with good performance.
AB - A high-performance reactive powder concrete (RPC) has been readied alongside river sand, with 1.25 mm particle size when under the condition of 80C steam curing. As a heat and sound insulation, expanded perlite aggregate (EPA) provides economic advantages in building. Concrete containing EPA is examined in terms of cement types (CEM II 32.5R and CEM I 42.5R), doses (0, 2%, 4% and 6%) as well as replacement rates in this research study. The compressive and density of concrete were used in the testing. At the end of the 28-day period, destructive and nondestructive tests were performed on cube specimens of 150 mm150 mm150 mm. The concrete density is not decreased with the addition of more perlite (from 45 to 60 percent), since the enlarged perlite has a very low barrier to crushing. To get a homogenous and fluid concrete mix, longer mixing times for all the mix components are necessary due to the higher amount of perlite. As a result, it is not suggested to use greater volumes of this aggregate in RPC. In the presence of de-icing salt, the lightweight RPC exhibits excellent freeze-thaw resistance (mass is less than 0.2 kg/m2). The addition of perlite strengthens the aggregate-matrix contact, but there is no apparent ITZ. An increased compressive strength was seen in concretes containing expanded perlite powder and steel fibers with good performance.
KW - compressive strength
KW - expanded glass aggregate
KW - lightweight concrete
KW - perlite powder
UR - https://www.scopus.com/pages/publications/85144082607
U2 - 10.12989/sem.2022.84.3.393
DO - 10.12989/sem.2022.84.3.393
M3 - Article
AN - SCOPUS:85144082607
SN - 1225-4568
VL - 84
SP - 393
EP - 411
JO - Structural Engineering and Mechanics
JF - Structural Engineering and Mechanics
IS - 3
ER -