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DC Field | Value | Language |
---|---|---|
dc.contributor.author | Barai, Sudhir Kumar | - |
dc.date.accessioned | 2021-11-14T07:43:32Z | - |
dc.date.available | 2021-11-14T07:43:32Z | - |
dc.date.issued | 2012-04-04 | - |
dc.identifier.uri | https://link.springer.com/article/10.1007%2Fs12046-012-0063-7 | - |
dc.identifier.uri | http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3571 | - |
dc.description.abstract | This paper presents numerical investigation of the influence of the specimen geometry, loading condition, size-effect and softening function of concrete on double-K fracture parameters. The input data needed for computation of the double-K fracture parameters are obtained from the well-known version of Fictitious Crack Model (FCM). FCM is developed for three standard specimens: three-point bend test, compact tension specimen and four-point bend test of size range 100–600 mm at relative size of initial crack length 0.3. The analysis of numerical results shows some interesting behaviour of double-K fracture parameters. | en_US |
dc.language.iso | en | en_US |
dc.publisher | Springer | en_US |
dc.subject | Civil Engineering | en_US |
dc.subject | Specimen geometry | en_US |
dc.title | Effect of loading condition, specimen geometry, size-effect and softening function on double-K fracture parameters of concrete | en_US |
dc.type | Article | en_US |
Appears in Collections: | Department of Civil Engineering |
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