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Analysis of Circular Torsion Bar with Circular Holes Using Null-field Approach

Jeng-Tzong Chen1, Wen-Cheng Shen2, Po-Yuan Chen2

Distinguished Professor, Department of Harbor and River Engineering, National Taiwan Ocean University, Keeling, Taiwan. Email: jtchen@mail.ntou.edu.tw
Graduate student, Department of Harbor and River Engineering, National Taiwan Ocean University, Keeling, Taiwan.

Computer Modeling in Engineering & Sciences 2006, 12(2), 109-119. https://doi.org/10.3970/cmes.2006.012.109

Abstract

In this paper, we derive the null-field integral equation for a circular bar weakened by circular cavities with arbitrary radii and positions under torque. To fully capture the circular geometries, separate forms of fundamental solution in the polar coordinate and Fourier series for boundary densities are adopted. The solution is formulated in a manner of a semi-analytical form since error purely attributes to the truncation of Fourier series. Torsion problems are revisited to demonstrate the validity of our method. Torsional rigidities for different number of holes are also discussed.

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APA Style
Chen, J., Shen, W., Chen, P. (2006). Analysis of circular torsion bar with circular holes using null-field approach. Computer Modeling in Engineering & Sciences, 12(2), 109-119. https://doi.org/10.3970/cmes.2006.012.109
Vancouver Style
Chen J, Shen W, Chen P. Analysis of circular torsion bar with circular holes using null-field approach. Comput Model Eng Sci. 2006;12(2):109-119 https://doi.org/10.3970/cmes.2006.012.109
IEEE Style
J. Chen, W. Shen, and P. Chen, “Analysis of Circular Torsion Bar with Circular Holes Using Null-field Approach,” Comput. Model. Eng. Sci., vol. 12, no. 2, pp. 109-119, 2006. https://doi.org/10.3970/cmes.2006.012.109



cc Copyright © 2006 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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