Please use this identifier to cite or link to this item: http://nopr.niscair.res.in/handle/123456789/1027
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dc.contributor.authorInce, Ragip-
dc.contributor.authorAlyamaç, Kürşat Esat-
dc.date.accessioned2008-04-16T09:28:40Z-
dc.date.available2008-04-16T09:28:40Z-
dc.date.issued2008-02-
dc.identifier.issn0971-4588-
dc.identifier.urihttp://hdl.handle.net/123456789/1027-
dc.description14-22en_US
dc.description.abstractThe 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.isoen_USen_US
dc.publisherCSIRen_US
dc.sourceIJEMS Vol.15(1) [February 2008]en_US
dc.titleDetermination of fracture parameters of concrete based on water-cement ratioen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.15(1) [February 2008]

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