Application of an Elastic-Plastic Methodology to Structural Integrity Evaluation,

Abstract

The elastic plastic fracture mechanics (EPFM) technology has advanced to the point where it can be used to make a realistic assessment of the structural integrity of components containing crack like defects. This evaluation is based on the ductile cracking character of the material as described in an R curve format where J (or a similar parameter) is plotted as a function of ductile crack extension, Delta a. The R curve is used along with the principles of tearing instability to predict the fracture behavior of the structure. This paper describes a methodology for incorporating the new concepts of EPFM into a structural stability evaluation. The structure is modeled as a cracked test specimen either in series or parallel with a spring. Both the deformation properties of this specimen as given by tensile test results and the crack growth properties as given by the R curve are combined to make the stability evaluation. The evaluation is straight forward when the model for the cracked structural component is nearly identical to the laboratory test specimen used to generate the material R curve.

Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1982
Accession Number
ADP000012

Entities

People

  • H. A. Ernst
  • J. D. Landes

Tags

DTIC Thesaurus Topics

  • Buildings And Structures
  • Fracture (Mechanics)
  • Laboratory Tests
  • Materials
  • Mechanics
  • Structural Components
  • Structural Integrity
  • Systems Engineering
  • Test And Evaluation
  • Test Methods

Readers

  • Computational Modeling and Simulation
  • Materials Science (Mechanical Engineering).