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ABSTRACT
Extension of Fictitious Crack Model to Self-Affine Cracks
Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, INDIA
Research Student, Department of Civil Engineering, Indian Institute of Science, Bangalore
60012, INDIA
The International Conference on Computational & Experimental Engineering and Sciences 2007, 1(2), 55-60. https://doi.org/10.3970/icces.2007.001.055
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The concepts associated with concrete crack formation and propagation is discussed in the light of fractal and probability theories. These concepts are employed to model the tortuous crack path in a highly heterogeneous medium of concrete. Fictitious Crack Model (FCM)[1] is extended to analyze plain concrete beams with such tortuous cracks. The parametric study has been carried out in order to obtain the influence of various fracture parameters on the beam response.Cite This Article
APA Style
Prasad, B.R., M.V., R.D. (2007). Extension of fictitious crack model to self-affine cracks. The International Conference on Computational & Experimental Engineering and Sciences, 1(2), 55-60. https://doi.org/10.3970/icces.2007.001.055
Vancouver Style
Prasad BR, M.V. RD. Extension of fictitious crack model to self-affine cracks. Int Conf Comput Exp Eng Sciences . 2007;1(2):55-60 https://doi.org/10.3970/icces.2007.001.055
IEEE Style
B. R. Prasad and R. D. M.V., “Extension of Fictitious Crack Model to Self-Affine Cracks,” Int. Conf. Comput. Exp. Eng. Sciences , vol. 1, no. 2, pp. 55-60, 2007. https://doi.org/10.3970/icces.2007.001.055
Copyright © 2007 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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