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 |
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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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