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http://localhost:8080/xmlui/handle/123456789/298Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Sumanth Kumar, B | - |
| dc.contributor.author | Seshu, D. R. | - |
| dc.date.accessioned | 2021-11-16T06:27:33Z | - |
| dc.date.available | 2021-11-16T06:27:33Z | - |
| dc.date.issued | 2021 | - |
| dc.identifier.citation | CEMENT WAPNO BETON, V. 26(1), p.3-11 | en_US |
| dc.identifier.uri | http://localhost:8080/xmlui/handle/123456789/298 | - |
| dc.description.abstract | Geopolymer Concrete (GPC) is inorganic polymer composites and has prospective potential to become one of the alternatives to conventional concrete. This paper presents an experimental investigation on the shear strength of monolithic GPC interface. A total of 18 push-off specimens with and without reinforcement across interface were cast and tested. The experimental shear strength of GPC is compared with the shear strength evaluated using the available analytical models for normal concrete. The test results indicated that the shear strength of monolithic GPC interface has increased up to certain compression strength GPC. The most of the available analytical models are conservative in estimating the shear strength of GPC. | en_US |
| dc.publisher | STOWARZYSZENIE PRODUCENTOW CEMENTU | en_US |
| dc.subject | Geopolymer Concrete | en_US |
| dc.subject | Shear strength | en_US |
| dc.subject | Interface shear transfer | en_US |
| dc.subject | Cohesion | en_US |
| dc.subject | friction | en_US |
| dc.subject | Dowel action | en_US |
| dc.title | A comparative study of shear strength of monolithic geopolymer concrete interface | en_US |
| Appears in Collections: | Civil Engineering | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| RS_447-455.pdf | 2.65 MB | Adobe PDF | View/Open |
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