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http://nopr.niscpr.res.in/handle/123456789/1027Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Ince, Ragip | - |
| dc.contributor.author | Alyamaç, Kürşat Esat | - |
| dc.date.accessioned | 2008-04-16T09:28:40Z | - |
| dc.date.available | 2008-04-16T09:28:40Z | - |
| dc.date.issued | 2008-02 | - |
| dc.identifier.issn | 0971-4588 | - |
| dc.identifier.uri | http://hdl.handle.net/123456789/1027 | - |
| dc.description | 14-22 | en_US |
| dc.description.abstract | The aim of this study is to predict formulas based on the Abrams’ Law between fracture parameters of concrete and w/c. Therefore, a series of three-point bend test on specimens were performed. The beams were made from mixes with water/cement ratios varying in the range of 0.34-0.85. The fracture parameters for each mix were calculated according to a popular fracture mechanics approach — two-parameter model. The present experimental data indicate that the fracture parameters of two-parameter model are inversely proportional to w/c ratios. In conclusion, the present test results are in agreement with the Abrams’ Law. | en_US |
| dc.language.iso | en_US | en_US |
| dc.publisher | CSIR | en_US |
| dc.source | IJEMS Vol.15(1) [February 2008] | en_US |
| dc.title | Determination of fracture parameters of concrete based on water-cement ratio | en_US |
| dc.type | Article | en_US |
| Appears in Collections: | IJEMS Vol.15(1) [February 2008] | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| IJEMS 15(1) (2008) 14-22.pdf | 248.89 kB | Adobe PDF | View/Open |
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