Add to ORKGA chart is presented for the values of the coefficient in the formula for the critical compressive stress at which buckling may be expected to occur in outstanding flanges. These flanges are flat rectangular plates supported along the loaded edges, supported and elastically restrained along one unloaded edge, and free along the other unloaded edge. The mathematical derivations of the formulas required for construction of the chart are given
Since mid 30s (Theory of Elastic Stability, Timoshenko, 1936) up to now, buckling of plates subjecte...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
The fundamental equations for the plastic buckling of a rectangular plate under edge thrusts are dev...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
In recent years, the design of notched members has been a challenge to structural, mechanical and ae...
The present report is an extension of previous theoretical investigations on the elastic behavior of...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
Charts are presented for the coefficients in formulas for the critical compressive stress at which c...
Charts are presented for the coefficients in the formulas for the critical compressive stress at whi...
Since mid 30s (Theory of Elastic Stability, Timoshenko, 1936) up to now, buckling of plates subjecte...
Since mid 30s (Theory of Elastic Stability, Timoshenko, 1936) up to now, buckling of plates subjecte...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
The fundamental equations for the plastic buckling of a rectangular plate under edge thrusts are dev...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
A chart is presented for the values of the coefficient in the formula for the critical compressive s...
In recent years, the design of notched members has been a challenge to structural, mechanical and ae...
The present report is an extension of previous theoretical investigations on the elastic behavior of...
The maximum compressive stress carried by a hinged flange is computed from a deformation theory of p...
Charts are presented for the coefficients in formulas for the critical compressive stress at which c...
Charts are presented for the coefficients in the formulas for the critical compressive stress at whi...
Since mid 30s (Theory of Elastic Stability, Timoshenko, 1936) up to now, buckling of plates subjecte...
Since mid 30s (Theory of Elastic Stability, Timoshenko, 1936) up to now, buckling of plates subjecte...
This report presents the results of an investigation on the distribution of stress in a plate elasti...
A stability analysis is made of a long flat rectangular plate subjected to a uniform longitudinal co...