| 1040 |
 Experimental determination of the shear and flexural stiffnesses of a sandwich panel. |
66025 |
| 1040 |
Sandwich panels with corrugated core and equal face plates. Transverse shear stiffness. |
Struct 07.03.01 |
| 1040 |
Initial buckling of flat isosceles triangular plates under combined compression and shear. |
Struct 02.04.06 |
| 1040 |
Buckling stress coefficients for flat rectangular plates tapered in thickness, under compression. |
Struct 02.01.49 |
| 1040 |
Buckling stress coefficients for flat plates tapered in plan, under compression. |
Struct 02.01.48 |
| 1040 |
Buckling stress coefficients for parallelogram shaped panels in continuous flat sheet under uniform compression. |
Struct 02.01.47 |
| 1040 |
Buckling stress coefficients for flat parallelogram plates under uniform compression. (All edges fixed against rotation.) |
Struct 02.01.46 |
| 1040 |
Buckling of outstanding flanges. Direct stresses varying linearly or parabolically. |
80035 |
| 1040 |
Buckling stress ratios for flat plates under shear and non-uniform compression. |
70002 |
| 1040 |
The buckling of flat plates under non-uniform compression. Symmetric distributions due to initial or thermal stress. |
69003 |
