Stress Analysis of Cracked Rectangular Beams
Keyword(s):
This paper is concerned with the solution of mixed boundary-value problems arising from the longitudinal shear and Saint-Venant torsion and flexure of cracked prismatic beams. The members considered have a rectangular cross section with planar edge cracks extending the length of the beam. The problem is reduced to a pair of dual-series equations, the solution of which is obtained by a method due to Sneddon and Srivastav [1]. Numerical results are presented for a variety of quantities of physical interest.
1967 ◽
Vol 15
(3)
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pp. 221-231
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1977 ◽
Vol 17
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pp. 161-178
2013 ◽
Vol 37
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pp. 1412-1427
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1971 ◽
Vol 20
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pp. 642-658
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1975 ◽
Vol 55
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pp. 715-720
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1994 ◽
Vol 47
(2)
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pp. 183-206
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