Accession Number : AD0645514

Title :   ELASTIC STRESS ANALYSIS IN THE END BAYS OF STIFFENED CIRCULAR CYLINDRICAL SHELLS UNDER EXTERNAL HYDROSTATIC PRESSURE.

Descriptive Note : Final rept.,

Corporate Author : DAVID TAYLOR MODEL BASIN WASHINGTON D C STRUCTURAL MECHANICS LAB

Personal Author(s) : Lomacky,Oles

Report Date : DEC 1966

Pagination or Media Count : 42

Abstract : A method of elastic stress analysis for ring-stiffened circular cylindrical shells with linearly varying tapered insert at the deep frame is presented. The analysis is based on Fourier series expansion and an analogy to beam-columns on elastic foundation. In addition, the experimental data obtained from machined models are in good agreement with the theoretical results. (Author)

Descriptors :   (*STRESSES, SHELLS(STRUCTURAL FORMS)), (*SHELLS(STRUCTURAL FORMS), STIFFENED CYLINDERS), ELASTIC PROPERTIES, HYDROSTATIC PRESSURE

Subject Categories : Structural Engineering and Building Technology
      Mechanics

Distribution Statement : APPROVED FOR PUBLIC RELEASE