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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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|
|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|
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