Bending tests were made on a cylindrical semimonocoque shell of circular cross section. The cylinder was tested without a cutout and then with a rectangular cutout which was successively enlarged through six sizes varying from 30 degrees to 130 degrees in circumference and from 1 to 2 bays in length. Strain measurements were made with resistance-type wire strain gages near the cutout on the stringers, the skin, and the rings for each size of cutout, and the stresses obtained are presented in tables. (author
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
An experimental investigation of the general instability of reinforced thin-walled metal cylinders w...
Buckling and postbuckling tests of ring-stiffened circular cylinders loaded to failure by uniform ex...
Torsion tests were made on a cylindrical semimonocoque shell of circular cross section. The cylinder...
Ten 24S-T alclad cylinders of 20-inch diameter, 45- or 58-inch length, and 0.012-inch wall thickness...
Twenty-five ring-stiffened circular cylinders were loaded to failure in bending. The results are pre...
Thirty-four circular cylinders stiffened by heavy rings were loaded to failure in combined bending a...
Six circular cylinders stiffened longitudinally by closely spaced Z-section stringers were loaded to...
A cylindrical semimonocoque shell of circular cross section was mounted as a cantilever and loaded b...
The present report describes tests in which the stress distribution may be determined in a stiffened...
Bending tests were made on a cylindrical semimonocoque shell of circular cross section. The cylinder...
A method is presented for analyzing the stresses about a cutout in a circular cylinder of semimonoco...
Ten 24S-T alclad cylinders of 20-inch diameter, 45- or 58-inch length, and 0.012-inch wall thickness...
Equations are derived for the stress distributions caused by three types of loading on infinitely lo...
An optimization study of composite stiffened cylinders is discussed. The mathematical model for the ...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
An experimental investigation of the general instability of reinforced thin-walled metal cylinders w...
Buckling and postbuckling tests of ring-stiffened circular cylinders loaded to failure by uniform ex...
Torsion tests were made on a cylindrical semimonocoque shell of circular cross section. The cylinder...
Ten 24S-T alclad cylinders of 20-inch diameter, 45- or 58-inch length, and 0.012-inch wall thickness...
Twenty-five ring-stiffened circular cylinders were loaded to failure in bending. The results are pre...
Thirty-four circular cylinders stiffened by heavy rings were loaded to failure in combined bending a...
Six circular cylinders stiffened longitudinally by closely spaced Z-section stringers were loaded to...
A cylindrical semimonocoque shell of circular cross section was mounted as a cantilever and loaded b...
The present report describes tests in which the stress distribution may be determined in a stiffened...
Bending tests were made on a cylindrical semimonocoque shell of circular cross section. The cylinder...
A method is presented for analyzing the stresses about a cutout in a circular cylinder of semimonoco...
Ten 24S-T alclad cylinders of 20-inch diameter, 45- or 58-inch length, and 0.012-inch wall thickness...
Equations are derived for the stress distributions caused by three types of loading on infinitely lo...
An optimization study of composite stiffened cylinders is discussed. The mathematical model for the ...
The design of curved sheet panels to resist shear involves a consideration of several factors: the b...
An experimental investigation of the general instability of reinforced thin-walled metal cylinders w...
Buckling and postbuckling tests of ring-stiffened circular cylinders loaded to failure by uniform ex...