Dynamic Response of Cylindrical Shells to Underwater End-on Explosion

Abstract

Both numerical and experimental analyses were performed to investigate underwater shock propagation and the induced nonlinear response of cylindrical shells with end caps. The cylinders were subjected to shocks from explosive charges at 12 inches (near-field) and 28 feet (far-field) from the cylinder. An underwater shock test was also performed with the far-field explosion. The numerical results were compared with the experimental data. Stresses and strains occurring in the structure as well as the pressure in the water were studied. The far-field explosion caused the largest circumferential deformations close to both end plates and an accordion oscillatory motion of the cylindrical shell. The near-field explosion caused severe plastic deformation in the neighborhood of the closest end plate to the charge. The stiffeners had, as expected, a larger effect on the circumferential stresses than on the longitudinal stresses. The measured and calculated strains agreed well qualitatively near the remote end plate from the charge.

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Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1991
Accession Number
ADA245804

Entities

People

  • Luis A. Boticario

Organizations

  • Naval Postgraduate School

Tags

Communities of Interest

  • Counter IED
  • Energy and Power Technologies
  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Computational Science
  • Engineering
  • Experimental Data
  • Explosions
  • Explosives
  • Finite Element Analysis
  • Geometry
  • Materials
  • Measurement
  • Mechanical Engineering
  • Mechanics
  • Modulus Of Elasticity
  • Ring Stiffened Cylinders
  • Stiffened Cylinders
  • Stiffness
  • Stress Waves
  • Underwater Explosions

Fields of Study

  • Physics

Readers

  • Mechanical Engineering/Mechanics of Materials.
  • Rocket Propulsion.
  • Structural Health Monitoring of Composite Structures.