Add to ORKGA method is presented for calculating crippling stresses of structural sections as a function of material properties and the proportions of the section. The presence of formed or anisotropic material is accounted for by the use of an effective stress-strain curve. The method of analysis applies to many sections for which a procedure for calculating crippling was not previously available
A practical method for solving plastic deformation problems in the elastic-plastic range is presente...
The upper limit of the column strength of structural members composed of thin material is the maximu...
A new empirical formula was developed that holds good for any length and any material of a rod, and ...
Charts are presented for the coefficients in formulas for the critical compressive stress at which c...
Available theories on failure of flat plates are reviewed, and test data on the postbuckling behavio...
Charts are presented for the coefficients in the formulas for the critical compressive stress at whi...
A chart is presented for the coefficient in the formula for the critical compressive stress at which...
A simple formula is suggested for describing the stress-strain curve in terms of three parameters; n...
A numerical procedure is presented for the calculation of the stresses in a monocoque cylinder with ...
The pack method for determining compressive stress-strain graphs described in NACA Report No. 649 ha...
This report gives formulas for analyzing the critical shear load of a simply supported square, isotr...
The approximate size of the stress criterion of a bar on two supports stressed beyond the elastic ra...
The analysis of the stresses in the sheet and stiffeners is predicated upon the direction of the wri...
Given here are a set of column strength curves that are intended to simplify the method of determini...
A generalized crippling analysis for short monolithic panels with formed or extruded stiffeners is p...
A practical method for solving plastic deformation problems in the elastic-plastic range is presente...
The upper limit of the column strength of structural members composed of thin material is the maximu...
A new empirical formula was developed that holds good for any length and any material of a rod, and ...
Charts are presented for the coefficients in formulas for the critical compressive stress at which c...
Available theories on failure of flat plates are reviewed, and test data on the postbuckling behavio...
Charts are presented for the coefficients in the formulas for the critical compressive stress at whi...
A chart is presented for the coefficient in the formula for the critical compressive stress at which...
A simple formula is suggested for describing the stress-strain curve in terms of three parameters; n...
A numerical procedure is presented for the calculation of the stresses in a monocoque cylinder with ...
The pack method for determining compressive stress-strain graphs described in NACA Report No. 649 ha...
This report gives formulas for analyzing the critical shear load of a simply supported square, isotr...
The approximate size of the stress criterion of a bar on two supports stressed beyond the elastic ra...
The analysis of the stresses in the sheet and stiffeners is predicated upon the direction of the wri...
Given here are a set of column strength curves that are intended to simplify the method of determini...
A generalized crippling analysis for short monolithic panels with formed or extruded stiffeners is p...
A practical method for solving plastic deformation problems in the elastic-plastic range is presente...
The upper limit of the column strength of structural members composed of thin material is the maximu...
A new empirical formula was developed that holds good for any length and any material of a rod, and ...