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ABSTRACT
Normal deflection of a notched plate under uniform tensile stress
Department of Mechanical Engineering, Ajou University, Wonchon , San 5, Suwon, Korea.
The International Conference on Computational & Experimental Engineering and Sciences 2007, 2(2), 47-52. https://doi.org/10.3970/icces.2007.002.047
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A semi-analytical solution by beam theory and finite element solutions are obtained for normal deflection of a plate with a surface crack under tensile stress. The semi-analytical solution consists of the deflection of a beam and the half-space or full-space solution. Also finite element solutions are obtained and compared with these analytical solutions. These solutions can be used as reference data for non-destructive evaluation of a surface crack.Cite This Article
APA Style
Choi, J., Yoo, S., Kim, J., Park, E. (2007). Normal deflection of a notched plate under uniform tensile stress. The International Conference on Computational & Experimental Engineering and Sciences, 2(2), 47-52. https://doi.org/10.3970/icces.2007.002.047
Vancouver Style
Choi J, Yoo S, Kim J, Park E. Normal deflection of a notched plate under uniform tensile stress. Int Conf Comput Exp Eng Sciences . 2007;2(2):47-52 https://doi.org/10.3970/icces.2007.002.047
IEEE Style
J. Choi, S. Yoo, J. Kim, and E. Park, “Normal deflection of a notched plate under uniform tensile stress,” Int. Conf. Comput. Exp. Eng. Sciences , vol. 2, no. 2, pp. 47-52, 2007. https://doi.org/10.3970/icces.2007.002.047
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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