Effect of Analytical Parameters on the FE Analysis with the Smeared Crack Model of RC Beams Without Shear Reinforcement
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-0751-5_77
Reference16 articles.
1. de Borst R, Remmers JJC, Needleman A, Abellan M-A (2004) Discrete vs smeared crack models for concrete fracture: bridging the gap. Int J Numer Anal Methods Geomech 28:583–607. https://doi.org/10.1002/nag.374
2. Bažant ZP, Oh BH (1983) Crack band theory for fracture of concrete. Matér Constr 16:155–177. https://doi.org/10.1007/BF02486267
3. Otsuka K, Date H (2000) Fracture process zone in concrete tension specimen. Eng Fract Mech 65:111–131. https://doi.org/10.1016/S0013-7944(99)00111-3
4. Maekawa K, Ishida T, Kishi T (2008) Multiscale modeling of structural concrete. Taylor and Francis
5. Maekawa K, Pimanmas A, Okamura H (2003) Nonlinear mechanics of reinforced concrete. Spon Press
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