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Toda, Susumu (1974-08-13) The effects of elliptic and rectangular cutouts on the buckling of cylindrical shells loaded by axial compression. http://resolver.caltech.edu/CaltechETD:etd-12042006-090542


Type of Document Engineer's Thesis
Author Toda, Susumu
URN etd-12042006-090542
Persistent URL http://resolver.caltech.edu/CaltechETD:etd-12042006-090542
Title The effects of elliptic and rectangular cutouts on the buckling of cylindrical shells loaded by axial compression
Degree Engineer's Degree
Option Aeronautics
Advisory Committee
Advisor Name Title
Ernest Edwin Sechler Committee Chair
Charles D. Babcock Committee Member
George William Housner Committee Member
Keywords
  • none
Date of Defense 1974-08-13
Availability unrestricted
Abstract
The results of experimental investigations of the effect of elliptic cutouts on the buckling of thin cylindrical shells under axial compression are presented. The experiments were performed on Mylar shells with a radius to thickness ratio of 400 and with two diametrically opposed circular, elliptic or rectangular holes. The results show that, for a given shell geometry, the area of a cutout determined the shell buckling behavior, but that the configuration of the cutout had little influence on the buckling loads.

A simplified analytical study based on Van Dyke's stress analysis and a strictly empirical design formula which gives a lower bound for the existing experimental data are also presented.

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