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Journal of Structural Mechanics Volume 5, 1977 - Issue 1
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Original Articles

Effect of Rotation of Principal Axes on Effective Shear Modulus in Elastic-Plastic Solids

R. N. Dubey DEPARTMENT OF MECHANICAL ENGINEERING, UNIVERSITY OF WATERLOO, WATERLOO, ONTARIO, CANADA
&
M. J. Pindera DEPARTMENT OF MECHANICAL ENGINEERING, UNIVERSITY OF WATERLOO, WATERLOO, ONTARIO, CANADA
Pages 77-85 | Received 24 Jun 1976, Published online: 16 Jun 2010

Citations (5)

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Ahmed Elkholy. (1983) Incremental Theory of Plasticity, the Classical Form vs a Modified Form. Canadian Metallurgical Quarterly 22:3, pages 397-401.
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Articles from other publishers (4)

H.A. El-Ghazaly & A.N. Sherbourne. (1986) Deformation theory for elastic-plastic buckling analysis of plates under nonproportional planar loading. Computers & Structures 22:2, pages 131-149.
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H.A. El-Ghazaly, A.N. Sherbourne & R.N. Dubey. (1984) Inelastic interactive distorsional buckling of W-shape steel beams. Computers & Structures 19:3, pages 351-368.
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S. N. Bandyopadhyay & H. K. Deysarker. (1982) Critical shear strain localization in the ligament between two prolate spheroidal holes inside an incompressible solid under uniaxial tension. Acta Mechanica 45:3-4, pages 251-272.
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R.N. Dubey. (1978) On bifurcation in elastic-plastic solids. Nuclear Engineering and Design 49:3, pages 217-222.
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