Parametric sensitivity of fracture behaviour of concrete

Iyengar, Sundara Raja KT and Raghu Prasad, BK and Nagaraj, TS and Patel, Bharti (1996) Parametric sensitivity of fracture behaviour of concrete. In: Nuclear Engineering and Design, 163 (3). pp. 397-403.

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Abstract

The fictitious crack method (FCM) is applied to determine the load-deflection diagrams of notched plain concrete beams under three-point bending using various forms of strain softening in the stress-deformation relationship. The results indicate that there is a need to determine a more realistic relationship.

Item Type:	Journal Article
Publication:	Nuclear Engineering and Design
Publisher:	Elsevier
Additional Information:	Copyright of this article belongs to Elsevier.
Department/Centre:	Division of Mechanical Sciences > Civil Engineering
Date Deposited:	12 Dec 2006
Last Modified:	19 Sep 2010 04:33
URI:	http://eprints.iisc.ac.in/id/eprint/9073

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