Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation

K.T.S.R. Iyengar, P.N. Ravikumar, S. Raviraj (1998). "Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation." In Proceedings of FraMCoS 3, Gifu, Japan.

K.T.S.R. Iyengar, P.N. Ravikumar, S. Raviraj. "Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation." Paper presented at FraMCoS 3, Gifu, Japan, 1998.

K.T.S.R. Iyengar, P.N. Ravikumar, S. Raviraj, "Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation," in Proc. FraMCoS 3, Gifu, Japan, 1998.

@inproceedings{k-t-s-r-iyengar1998,
  title     = {Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation},
  author    = {K.T.S.R. Iyengar, P.N. Ravikumar, S. Raviraj},
  year      = {1998},
  booktitle = {Proceedings of FraMCoS 3},
  address   = {Gifu, Japan},
}

TY  - CPAPER
TI  - Analytical Study of Fictitious Crack Propagation in Concrete Beams Using a Bilinear ?-w Relation
AU  - K.T.S.R. Iyengar
AU  - P.N. Ravikumar
AU  - S. Raviraj
PY  - 1998
T2  - Proceedings of FraMCoS 3
CY  - Gifu, Japan
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Analytical_Study_of_Fictitious_Crack_Propagation_in_Concrete_Beams_Using_a_Bilin.pdf
AB  - The fictitious crack model (FCM) by Hillerborg et al (1976) is a well known model in describing the fracture in concrete structures. Generally a numerical method like two-dimensional finite element method is used to obtain numerical results for a concrete beam. Recently Ulfkj aer et al ( 1995) have presented a one-dimensional model for the fictitious crack propagation in concrete beams. In their study they have used a linear sof- tening relation ( cr-w relation). It is known that a more realistic cr-w relation is the bilinear one. In the present paper the authors have presented a berun analysis by…
ER  -