TY  - JOUR
AB  - The Differential Equation of the Problem and the Solution. A RECTANGULAR plate of length a with simply supported edges is reinforced by equal longitudinal ribs at equal distances b and is submitted to the action of uniformly distributed compressive forces N along the x‐axis (Fig. 1). For every strip b we have the differential equation for the deflection w
VL  - 14
IS  - 9
SN  - 0002-2667
DO  - 10.1108/eb030942
UR  - https://doi.org/10.1108/eb030942
AU  - Ratzersdorfer J.
PY  - 1942
Y1  - 1942/01/01
TI  - Rectangular Plates with Stiffeners: The Buckling of Simply Supported Plates under Compressive Stress
T2  - Aircraft Engineering and Aerospace Technology
PB  - MCB UP Ltd
SP  - 260
EP  - 264
Y2  - 2024/04/25
ER  -