Effect of loading condition, specimen geometry, size-effect and softening function on double-K fracture parameters of concrete

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.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.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.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

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