Comparison of Analytical and Numerical Approaches for Determining Failure of Ring-Stiffened Cylindrical Shells

Abstract

The thesis compares the analytical solution, two marine classification society design rules, and numerical analysis against experimental results for predicting the failure modes (general instability, axisymmetric buckling, and asymmetric collapse of the shell) and failure pressures of ring-stiffened cylindrical shells. The analytical solution is first summarized based on several sources. Design rules for the classification societies are then presented with brief explanations for each one. The design rules used are: American Petroleum Institute (Bulletin on Stability Design of Cylindrical Shells, API Bulletin 2U, Second Edition, October 2000) and Det Norske Veritas (Buckling Strength of Shells, October 2002). The numerical analysis was performed using the software package, Method For Analysis Evaluation and Structural Optimization (MAESTRO(TM), version 8.5, Proteus Engineering). The United States Navy Naval Sea Systems Command, Submarine Structural Integrity Division supplied experimental data for four test cylinders that covered the failure modes and allowed comparison between experimental and analytical I numerical results. The comparison of experimental to predicted data found the design rules and numerical solution performed adequately in predicting asymmetric buckling and general instability failure modes, but the predictions for failure pressure were unsatisfactory. The design rules were overly conservative in their predictions of failure pressure due to the semi-empirical solutions used in the rules. The numerical solution was only slightly better for the same failure pressure predictions. The results indicate the predicted failure pressure for a cylinder is closely tied to the size and dimensions 6f the cylinders used for determining the empirical solutions. These results should be further explored to determine causes and corrections.

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Document Details

Document Type
Technical Report
Publication Date
Jun 01, 2003
Accession Number
ADA415914

Entities

People

  • Michael W. Temme

Organizations

  • Massachusetts Institute of Technology

Tags

Communities of Interest

  • C4I
  • Ground and Sea Platforms
  • Space

DTIC Thesaurus Topics

  • Elastic Properties
  • Engineers
  • Experimental Data
  • Fabrication
  • Failure Mode And Effect Analysis
  • Geometry
  • Marine Engineering
  • Mechanical Engineering
  • Mechanics
  • Modulus Of Elasticity
  • Naval Architecture
  • Numerical Analysis
  • Stress Analysis
  • Structural Integrity
  • Submarine Design
  • Submarine Hulls
  • United States

Fields of Study

  • Engineering

Readers

  • Regression Analysis.
  • Structural Dynamics.
  • Technical Research and Report Writing.