| 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 |