Behaviour of cupola slag in concrete structures

dc.contributor.guideElangovan, NS
dc.coverage.spatialBehaviour of cupola slag in concrete structures
dc.creator.researcherBalaraman ,R
dc.date.accessioned2023-05-11T10:40:22Z
dc.date.available2023-05-11T10:40:22Z
dc.date.awarded2022
dc.date.completed2022
dc.date.registered
dc.description.abstractThe scarcity of construction materials in India is a major issue to be newlineresolved as the currently exploited natural resources become rare. To newlineminimize this impact, this research investigates replacement materials for newlineconcrete ingredients such as fine and coarse aggregates. Slag material, a newlinebyproduct of the cupola furnace, is used as an alternative material in the form newlineof powder and coarse form. Concrete of various standard grades (M20 and newlineM25) and designed grades (M30) were prepared with the new proposed newlinematerial and tested for its various properties in order to justify its utilization newlineas construction material. This research involves the construction of ecofriendly newlinecupola slag concrete, and the comparison is made to conventional newlineconcrete. newlineIn this study, the specimens were prepared in the forms of a cube, a newlinecylinder, and a beam in order to perform strength point of view such as newlinecompression, split tensile and flexural testing. The specimens are cured for 7, newline14, and 28 days before being evaluated for their strength parameters. During newlinethe manufacture of the specimen, the Fine Aggregates (FA) and Coarse newlineAggregates (CA) were replaced with varying percentages from 0 to 100 newlinepercent in 10 steps, both individually and combined. In addition to FA, CA, newlineand combined FA and CA replacement, the nano-particles have been mixed newlinewith cement to increase the strength of cubical concrete specimens. When newlinecompared to conventional concrete, the mechanical properties test results newlineindicated beneficial results at 50% for FACS and 30% for CACS owing to the newlineuse of cupola slag in concrete. newline
dc.description.note
dc.format.accompanyingmaterialNone
dc.format.dimensions21cm
dc.format.extentxxiv,165
dc.identifier.urihttp://hdl.handle.net/10603/482525
dc.languageEnglish
dc.publisher.institutionFaculty of Civil Engineering
dc.publisher.placeChennai
dc.publisher.universityAnna University
dc.relationp.155-164
dc.rightsuniversity
dc.source.universityUniversity
dc.subject.keywordCupola slag
dc.subject.keywordConcrete structures
dc.subject.keywordConcrete l
dc.titleBehaviour of cupola slag in concrete structures
dc.title.alternative
dc.type.degreePh.D.

Files

Original bundle

Now showing 1 - 5 of 14
Loading...
Thumbnail Image
Name:
01_title.pdf
Size:
27.85 KB
Format:
Adobe Portable Document Format
Description:
Attached File
Loading...
Thumbnail Image
Name:
02_prelimpage.pdf
Size:
1.14 MB
Format:
Adobe Portable Document Format
Loading...
Thumbnail Image
Name:
03_content.pdf
Size:
13.71 KB
Format:
Adobe Portable Document Format
Loading...
Thumbnail Image
Name:
04_abstract.pdf
Size:
8.22 KB
Format:
Adobe Portable Document Format
Loading...
Thumbnail Image
Name:
05_chapter1.pdf
Size:
150.86 KB
Format:
Adobe Portable Document Format

License bundle

Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
license.txt
Size:
1.79 KB
Format:
Plain Text
Description: