Critical shear stress of an infinitely long flat plate with equal elastic restraints against rotation along the parallel edges
Description:
Report presenting a chart for the values of the coefficient in the formula for the critical shear stress at which buckling may be expected to occur in an infinitely long flat plate with parallel edges. An approximate method for the evaluation of the critical shear stress when the elastic restraints on the two parallel edges are not equal is also presented.
Date:
November 1943
Creator:
Stowell, Elbridge Z.
Item Type:
Refine your search to only
Report