Critical Combinations of Shear and Direct Stress for Simply Supported Rectangular Flat Plates PDF Download
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Author: S. B. Batdorf
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 22
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Book Description
The buckling of a simply supported rectangular flat plate under combinations of shear and direct stress was investigated by means of an energy method. The critical combinations of stress for several length-width ratios were determined to an accuracy of about 1 percent by the use of tenth-order determinants in conjunction with a modified matrix iteration method. Curves were drawn which can be used to obtain the critical stress combinations for the case of interaction of shear and longitudinal direct stress and for the case of interaction of shear and transverse direct stress.
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 22
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Book Description
The buckling of a simply supported rectangular flat plate under combinations of shear and direct stress was investigated by means of an energy method. The critical combinations of stress for several length-width ratios were determined to an accuracy of about 1 percent by the use of tenth-order determinants in conjunction with a modified matrix iteration method. Curves were drawn which can be used to obtain the critical stress combinations for the case of interaction of shear and longitudinal direct stress and for the case of interaction of shear and transverse direct stress.
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Aerodynamics
Languages : en
Pages : 38
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Book Description
Summary: An exact solution and a closely concurring approximate energy solution are given for the buckling of an infinitely long flat plate under combined shear and transverse direct stress with edges elastically restrained against rotation. It was found that an appreciable fraction of the critical stress in pure shear may be applied to the plate without any reduction in the transverse compressive stress necessary to produce buckling. An interaction formula in general use was shown to be decidedly conservative for the range in which it is supposed to apply.
Author: Antonio Ferri
Publisher:
ISBN:
Category : Aerodynamics, Supersonic
Languages : en
Pages : 232
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Book Description
Author: United States. National Advisory Committee for Aeronautics
Publisher:
ISBN:
Category : Aeronautics
Languages : en
Pages : 836
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Book Description
Author:
Publisher:
ISBN:
Category : Plates (Engineering)
Languages : en
Pages : 460
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Book Description
Author: Charles Brazer Norris
Publisher:
ISBN:
Category : Sandwich construction
Languages : en
Pages : 36
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Book Description
Author: William R. Kimel
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 68
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Book Description
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 27
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Book Description
A theoretical solution is presented for the buckling stresses of long plates with transverse curvature loaded in shear and longitudinal direct stress. The theoretical critical-stress combinations for plates having either simply supported or clamped edges are given in figures and tables and a comparison is made with a previous theoretical solution for simply supported plates.
Author: William L. Ko
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 32
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Book Description
Author: Gaylen A. Thurston
Publisher:
ISBN:
Category :
Languages : en
Pages : 48
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Book Description
