Matches in SemOpenAlex for { <https://semopenalex.org/work/W2588181007> ?p ?o ?g. }
Showing items 1 to 71 of
71
with 100 items per page.
- W2588181007 abstract "This study was conducted to determine the compressive strength of lightweight concrete (LWC) containing expended polystyrene (EPS) or most known as polystyrene beads which is designated for load bearing wall application. In order to produce the LWC, EPS beads were chosen as lightweight aggregate because it gives advantages in term of their characteristic such as low density, high strength, good thermal and sound insulation. Besides that, it was also suitable for structure that would be exposed to impact like shear wall. In this study, twelve (12) unreinforced concrete wall panel with dimension 100 x 600 x 600 mm were produced. The size of polystyrene beads were 3.0 mm in diameter. There are four (4) concrete mix proportion that were used in this study which is (1:3:0), (1:2.5:0.5), (1:2:1) and (1:1.5:1.5). All sample were tested at Heavy Structure Laboratory, University Malaysia Pahang. The lightweight concrete wall panel were tested by using Magness Frame machine in order to get the ultimate axial and deflection parameter. The concrete wall panel were setup under pinned- fixed end condition. Then ultimate axial load of wall panel were determine by using British Standard (BS98110-97). Based on the test conducted, the compressive strength of lightweight concrete cube for RATIO 2 is the highest which is 20.645 N/mm2 while the lowest is RATIO 3 with strength 16.545 N/mm2.While for ultimate axial load, the maximum ultimate axial load at 28 days is RATIO 1 which is 194.79 kN and the lowest is RATIO 3 with 136.25 kN. Hence, when compare between RATIO 1 with the CONTROL, the difference of strength of wall panel did not give significant difference. There only small margin of differences of both specimen. Meanwhile, for deflection the data recorded by Linear Variable Differential Transformer (LVDT) are inconsistent. This is because the concrete wall panel were experience the compression and tension during the test conducted." @default.
- W2588181007 created "2017-02-24" @default.
- W2588181007 creator A5073860976 @default.
- W2588181007 date "2016-06-01" @default.
- W2588181007 modified "2023-09-26" @default.
- W2588181007 title "Investigating the strength of polystyrene as aggregate replacement to produce ligthweight concrete wall panel" @default.
- W2588181007 hasPublicationYear "2016" @default.
- W2588181007 type Work @default.
- W2588181007 sameAs 2588181007 @default.
- W2588181007 citedByCount "0" @default.
- W2588181007 crossrefType "journal-article" @default.
- W2588181007 hasAuthorship W2588181007A5073860976 @default.
- W2588181007 hasConcept C112950240 @default.
- W2588181007 hasConcept C114614502 @default.
- W2588181007 hasConcept C120665830 @default.
- W2588181007 hasConcept C121332964 @default.
- W2588181007 hasConcept C127413603 @default.
- W2588181007 hasConcept C159985019 @default.
- W2588181007 hasConcept C192562407 @default.
- W2588181007 hasConcept C2777922577 @default.
- W2588181007 hasConcept C2781355719 @default.
- W2588181007 hasConcept C3019388083 @default.
- W2588181007 hasConcept C30407753 @default.
- W2588181007 hasConcept C33923547 @default.
- W2588181007 hasConcept C4679612 @default.
- W2588181007 hasConcept C521977710 @default.
- W2588181007 hasConcept C53051483 @default.
- W2588181007 hasConcept C66938386 @default.
- W2588181007 hasConceptScore W2588181007C112950240 @default.
- W2588181007 hasConceptScore W2588181007C114614502 @default.
- W2588181007 hasConceptScore W2588181007C120665830 @default.
- W2588181007 hasConceptScore W2588181007C121332964 @default.
- W2588181007 hasConceptScore W2588181007C127413603 @default.
- W2588181007 hasConceptScore W2588181007C159985019 @default.
- W2588181007 hasConceptScore W2588181007C192562407 @default.
- W2588181007 hasConceptScore W2588181007C2777922577 @default.
- W2588181007 hasConceptScore W2588181007C2781355719 @default.
- W2588181007 hasConceptScore W2588181007C3019388083 @default.
- W2588181007 hasConceptScore W2588181007C30407753 @default.
- W2588181007 hasConceptScore W2588181007C33923547 @default.
- W2588181007 hasConceptScore W2588181007C4679612 @default.
- W2588181007 hasConceptScore W2588181007C521977710 @default.
- W2588181007 hasConceptScore W2588181007C53051483 @default.
- W2588181007 hasConceptScore W2588181007C66938386 @default.
- W2588181007 hasLocation W25881810071 @default.
- W2588181007 hasOpenAccess W2588181007 @default.
- W2588181007 hasPrimaryLocation W25881810071 @default.
- W2588181007 hasRelatedWork W1787144369 @default.
- W2588181007 hasRelatedWork W2008109547 @default.
- W2588181007 hasRelatedWork W2015653428 @default.
- W2588181007 hasRelatedWork W2049138958 @default.
- W2588181007 hasRelatedWork W2090104957 @default.
- W2588181007 hasRelatedWork W2132988428 @default.
- W2588181007 hasRelatedWork W2158258786 @default.
- W2588181007 hasRelatedWork W2183574949 @default.
- W2588181007 hasRelatedWork W2212528184 @default.
- W2588181007 hasRelatedWork W2273679671 @default.
- W2588181007 hasRelatedWork W2580577126 @default.
- W2588181007 hasRelatedWork W2891976933 @default.
- W2588181007 hasRelatedWork W2946499823 @default.
- W2588181007 hasRelatedWork W2956148172 @default.
- W2588181007 hasRelatedWork W2997186476 @default.
- W2588181007 hasRelatedWork W3021171394 @default.
- W2588181007 hasRelatedWork W3113234120 @default.
- W2588181007 hasRelatedWork W3195931353 @default.
- W2588181007 hasRelatedWork W574558706 @default.
- W2588181007 hasRelatedWork W2185540102 @default.
- W2588181007 isParatext "false" @default.
- W2588181007 isRetracted "false" @default.
- W2588181007 magId "2588181007" @default.
- W2588181007 workType "article" @default.