The two-dimensional stress distributions in orthotopic composite beam under 4-point flexure are analyzed by replacing the concentrated load by distributing pressure in the vicinity of loading nose and by expanding the stress function for compatability equation in terms of Fourier series. The validity of analytical results is verified experimentally by using the photoelastic film-coating technique on unidirectional reinforced plastics. It is shown that the local stress distributions around the loading points are complicated and are very different from those predicted by elementary beam theory; and hence, the reliability of flexural strength and interlaminar shear strength defined by elementary beam theory are in question. It is suggested that the 4-point flexure is reasonable and recommendable as a standard testing method compared with the 3-point flexural one.
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December 1991
Research Papers
Local Stress Distribution in the Vicinity of Loading Points in Flexural Test of Orthotropic Beams
H. Yoshida,
H. Yoshida
Industrial Products Research Institute, Tsukuba, Japan
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T. Ogasa,
T. Ogasa
Industrial Products Research Institute, Tsukuba, Japan
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M. Uemura
M. Uemura
Department of Engineering, College of Industry and Technology, Nihon University, Narashino, Japan
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H. Yoshida
Industrial Products Research Institute, Tsukuba, Japan
T. Ogasa
Industrial Products Research Institute, Tsukuba, Japan
M. Uemura
Department of Engineering, College of Industry and Technology, Nihon University, Narashino, Japan
J. Energy Resour. Technol. Dec 1991, 113(4): 230-234 (5 pages)
Published Online: December 1, 1991
Article history
Received:
October 1, 1989
Revised:
June 23, 1991
Online:
April 16, 2008
Connected Content
A companion article has been published:
Transient Waves in Anisotropic Laminated Plates, Part 2: Application
Citation
Yoshida, H., Ogasa, T., and Uemura, M. (December 1, 1991). "Local Stress Distribution in the Vicinity of Loading Points in Flexural Test of Orthotropic Beams." ASME. J. Energy Resour. Technol. December 1991; 113(4): 230–234. https://doi.org/10.1115/1.2905905
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