INTERFACE DAMPING AT RIVETED JOINTS. PART I-THEORETICAL ANALYSIS

Abstract

A theoretical examination is made of potential structural damping increments obtainable by insertion of a linear visco-elastic interfacial layer between plates of riveted joints. Consideration is given to a lap joint having antisymmetry about its single rivet, and being subjected to harmonic longitudinal loading. Certain simplifying assumptions were made which effectively reduce the analysis to a one dimensional system. An expression is obtained for the energy dissipated in the layer per cycle of load. The magnitude of this dissipation was computed for a wide range of joint dimensions, dynamic properties of the layer, and rivet stiffnesses. It was found that as the thickness (or shear modulus) of the layer is varied, a maximum value of the energy dissipation occurs. The conditions for this maximum are examined, and a simple design rule is established whereby the maximum damping may be achieved in a joint using a given material. (Author)

Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1961
Accession Number
AD0270463

Entities

People

  • D.c.g. Eaton
  • D.j. Mead

Organizations

  • University of Southampton

Tags

DTIC Thesaurus Topics

  • Dissipation
  • Fasteners
  • Hardware (Mechanical)
  • Joints
  • Locking Fastener Devices
  • Materials
  • Mechanical Properties
  • Modulus Of Elasticity
  • Physical Properties
  • Riveted Joints
  • Rivets
  • Shear Modulus
  • Stiffness
  • Thickness

Fields of Study

  • Engineering

Readers

  • Structural Dynamics.
  • Structural Health Monitoring of Composite Structures.