The present experiments treat the stress of actual tension fields within the elastic range. They give the magnitude of the flexural stresses due to wrinkling. They also disclose, particularly by slightly exceeded buckling load, the marked unloading - as compared with the tension-field theory - of the uprights as a result of the flexural stiffness of the web plate. The test sheets were clamped at the edges and brought to buckling through shearing and compressive stresses applied in the direction of the long sides
The presence of a vertical edge-crack within a web plate subjected to pure bending induces local com...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
This note is on an investigation made to obtain information on the strength of thin curved sheets of...
The present experiments treat the stress of actual tension fields within the elastic range. They giv...
The analysis of the stresses in the sheet and stiffeners is predicated upon the direction of the wri...
The object of the present experiments is a more exact determination of the effective width for the c...
Tests were made on 18 shear panels of 24S-T aluminum alloy to verify the dependence of the ultimate ...
For shear, the design of sections for strength is usually governed by the web plate subjected to she...
A solution of Von Karman's fundamental equations for plates with large deflections is presented for ...
This report continues the work presented in NACA-TM 605 and expands the scope to include the change ...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
International audienceWe consider the deformation of a thin elastic sheet which is stiff in traction...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
Noting that the stiffness of the girder increases very rapidly as Beta increases, the result can be ...
The present paper reports on experiments made to determine the buckling load under shear of circular...
The presence of a vertical edge-crack within a web plate subjected to pure bending induces local com...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
This note is on an investigation made to obtain information on the strength of thin curved sheets of...
The present experiments treat the stress of actual tension fields within the elastic range. They giv...
The analysis of the stresses in the sheet and stiffeners is predicated upon the direction of the wri...
The object of the present experiments is a more exact determination of the effective width for the c...
Tests were made on 18 shear panels of 24S-T aluminum alloy to verify the dependence of the ultimate ...
For shear, the design of sections for strength is usually governed by the web plate subjected to she...
A solution of Von Karman's fundamental equations for plates with large deflections is presented for ...
This report continues the work presented in NACA-TM 605 and expands the scope to include the change ...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
International audienceWe consider the deformation of a thin elastic sheet which is stiff in traction...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
Noting that the stiffness of the girder increases very rapidly as Beta increases, the result can be ...
The present paper reports on experiments made to determine the buckling load under shear of circular...
The presence of a vertical edge-crack within a web plate subjected to pure bending induces local com...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
This note is on an investigation made to obtain information on the strength of thin curved sheets of...