Critical Combinations of Shear and Transverse Direct Stress for an Infinitely Long Flat Plate with Edges Elastically Restrained Against Rotation PDF Download
Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Critical Combinations of Shear and Transverse Direct Stress for an Infinitely Long Flat Plate with Edges Elastically Restrained Against Rotation PDF full book. Access full book title Critical Combinations of Shear and Transverse Direct Stress for an Infinitely Long Flat Plate with Edges Elastically Restrained Against Rotation by S. B. Batdorf. Download full books in PDF and EPUB format.
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Aerodynamics
Languages : en
Pages : 38
Get Book Here
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: S.B. Batdorf
Publisher:
ISBN:
Category :
Languages : en
Pages : 8
Get Book Here
Book Description
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Aerodynamics
Languages : en
Pages : 38
Get Book Here
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: S.B. Batdorf
Publisher:
ISBN:
Category :
Languages : en
Pages : 8
Get Book Here
Book Description
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Aerodynamics
Languages : en
Pages : 24
Get Book Here
Book Description
A theoretical Investigation was made of the buckling of an infinitely long flat plate with edges elastically restrained against rotation under combinations of longitudinal are presented that give the critical combinations of stress for several different degrees of elastic edge restraints Including simple support and complete fixity. It was found that an appreciable fraction of the critical longitudinal stress may be applied to the plate without any reduction in the transverse compressive stress required for buckling.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
Get Book Here
Book Description
Author: Elbridge Z. Stowell
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 16
Get Book Here
Book Description
A simple interaction curve is presented for evaluating the conditions of combined shear and direct stress under which an infinitely long, flat plate with equal elastic restraints against rotation along the edges will become unstable. The theoretical work that led to the interaction curve is presented in the form of appendixes.
Author: Elbridge Z. Stowell
Publisher:
ISBN:
Category : Aluminum alloys
Languages : en
Pages : 21
Get Book Here
Book Description
A chart for the values of the coefficient in the formula for the critical shear stress at which buckling may be expected to occur in an infinitely long flat plate with parallel edges is presented. The plate is assumed to have supported edges with equal elastic restraints against rotation along their length. The mathematical derivations of the formulas required for the construction of the chart are given in two appendixes.
Author: S. B. Batdorf
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 27
Get Book Here
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: S. B. Batdorf
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 22
Get Book Here
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: Charles Libove
Publisher:
ISBN:
Category : Buckling (Mechanics)
Languages : en
Pages : 22
Get Book Here
Book Description
Charts giving critical combinations of longitudinal and transverse direct stress are presented for isotropic flat rectangular plates with the following edge conditions: (a) long edges simply supported; (b) long edges simply supported short edges clamped; (c) long edges clamped, short edges simply supported; and (d) all edges clamped. The charts are based upon energy solutions the accuracy of which is checked by comparisons with some particular exact results and lower-limit solutions. An example illustrating the use of the charts is given.
