![DSpace logo](/jspui/image/logo.gif)
Please use this identifier to cite or link to this item:
http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3571
Title: | Effect of loading condition, specimen geometry, size-effect and softening function on double-K fracture parameters of concrete |
Authors: | Barai, Sudhir Kumar |
Keywords: | Civil Engineering Specimen geometry |
Issue Date: | 4-Apr-2012 |
Publisher: | Springer |
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. |
URI: | https://link.springer.com/article/10.1007%2Fs12046-012-0063-7 http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3571 |
Appears in Collections: | Department of Civil Engineering |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.