ESDU 75034:1975

$62.40

Initial Buckling Stress, Maximum Direct Stress and Shear Strain of Square Plates in Shear with Central Circular Holes

Published By	Publication Date	Number of Pages
ESDU	1975-11	6

Guaranteed Safe Checkout

Category: ESDU

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

ESDU 75034 gives graphs as a function of hole diameter/plate length ratio for 1. the elastic buckling stress as a function of that for a plate without a hole (for which ESDU 71005 provides an answer) obtained from a finite element program from which solutions agree with experiment to within 10 per cent; 2. the maximum stress at the unreinforced hole boundary; and 3. the overall shear strain in the plate as a function of that for a plate without a hole. Although the data apply strictly to a square plate they can also be used for a rectangular plate up to aspect ratio of 1.2. The hole diameter should not exceed 70 per cent of the plate width.