Title of article :
Parametric sensitivity of fracture behaviour of concrete
Author/Authors :
K.T.Sundara Raja Iyengar، نويسنده , , B.K.Raghu Prasad، نويسنده , , T.S. Nagaraj ، نويسنده , , Bharti Patel، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 1996
Pages :
7
From page :
397
To page :
403
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.
Journal title :
Nuclear Engineering and Design Eslah
Serial Year :
1996
Journal title :
Nuclear Engineering and Design Eslah
Record number :
888062
Link To Document :
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