Formulas are derived for the fifteen elastic constants associated with bending, stretching, twisting, and shearing of plates with closely spaced integral ribbing in a variety of configurations and proportions. In the derivation the plates are considered, conceptually, as more uniform orthotropic plates somewhat on the order of plywood. The constants, which include the effectiveness of the ribs for resisting deformations other than bending and stretching in their longitudinal directions, are defined in terms of four coefficients, and theoretical and experimental methods for the evaluation of these coefficients are discussed. Four of the more important elastic constants are predicted by these formulas and are compared with test results. Good ...
The fundamental equations for the plastic buckling of a rectangular plate under edge thrusts are dev...
Panels of aluminum alloy sheets, framed by side and end stiffeners, were subjected to combined loadi...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...
Theory and experiment were compared and found in good agreement for the elastic buckling under combi...
Values of coefficients for defining the effectiveness of integral stiffeners in resisting shear defo...
This thesis deals with the flexural and twisting rigidities of orthotropic plates. Asymmetrically st...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...
Theory and experiment were compared and found in good agreement for the elastic Buckling under combi...
Planar stress-strain relations and bending stress-strain relations are presented for elastic orthotr...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Aeronautics and Astronautics, 1991.In...
Parametric resonance and structural stability model of uniformly reinforced flat plate
The use of plates in industrial applications often requires the use of stiffeners, ribs, corrugated ...
This report is a compilation of previously published articles on formulas and methods of calculation...
Plane stress analysis using Fourier series of edge stiffened isotropic or orthotropic elastic rectan...
A sturdy stiffener is defined as a stiffener of such proportions that it does not suffer cross-secti...
The fundamental equations for the plastic buckling of a rectangular plate under edge thrusts are dev...
Panels of aluminum alloy sheets, framed by side and end stiffeners, were subjected to combined loadi...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...
Theory and experiment were compared and found in good agreement for the elastic buckling under combi...
Values of coefficients for defining the effectiveness of integral stiffeners in resisting shear defo...
This thesis deals with the flexural and twisting rigidities of orthotropic plates. Asymmetrically st...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...
Theory and experiment were compared and found in good agreement for the elastic Buckling under combi...
Planar stress-strain relations and bending stress-strain relations are presented for elastic orthotr...
Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Aeronautics and Astronautics, 1991.In...
Parametric resonance and structural stability model of uniformly reinforced flat plate
The use of plates in industrial applications often requires the use of stiffeners, ribs, corrugated ...
This report is a compilation of previously published articles on formulas and methods of calculation...
Plane stress analysis using Fourier series of edge stiffened isotropic or orthotropic elastic rectan...
A sturdy stiffener is defined as a stiffener of such proportions that it does not suffer cross-secti...
The fundamental equations for the plastic buckling of a rectangular plate under edge thrusts are dev...
Panels of aluminum alloy sheets, framed by side and end stiffeners, were subjected to combined loadi...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...