-plane analysis for the fundamental problems of a stretched infinite plate weakened by curvilinear holes.
Ismail, I.S. (2004)
International Journal of Mathematics and Mathematical Sciences
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Displaying similar documents to “Fundamental problems for infinite plate with a curvilinear hole having finite poles.”
-plane analysis for the fundamental problems of a stretched infinite plate weakened by curvilinear holes.
Development of a finite-element-based design sensitivity analysis for buckling and postbuckling of composite plates.
Guo, Ruijiang, Chattopadhyay, Aditi (1995)
Mathematical Problems in Engineering
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Conditions of cracking of a stringer.
Bardzokas, D.I., Sfyris, G.I. (2005)
Mathematical Problems in Engineering
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Rectangular thin elastic plate with edges “remaining straight‟ during the deformation
Zoltán Sadovský (1975)
Aplikace matematiky
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Fundamental problems for a weakened infinite plate by a curvilinear hole in a half-plane.
Aseeri, Samar Ali (2008)
Acta Mathematica Academiae Paedagogicae Nyí regyháziensis. New Series [electronic only]
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Buckling of anisotropic shells. I
Anukul De (1983)
Aplikace matematiky
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The formulation of differential equations of buckling problem of anisotropic cylindrical shell is presented here. The solution for anisotropic cylindrical shells without shear load in case of two way compression is found out from the differential equations formulated. The corresponding results for isotropic case are deduced as a particular case.
Buckling of beam-column problem of anisotropic cylindrical shells
Anukul De (1986)
Aplikace matematiky
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The object of this paper is to formulate the differential equations in the beamcolumn problem of the buckling of anisotropic cylindrical shells, placed between the plates of a testing machine subject to an axial load and a radial load of sufficient magnitude to bring the expansion without constraint of the edges produced by to zero deflection. The solution is obtained with necessary boundary conditions and the corresponding results for the isotropic case are deduced.