BUCKLING OF COLUMNS IN THE PRESENCE OF CREEP.

Abstract

The report discusses a theory of creep buckling in which the instantaneous elastic and plastic deformations as well as the transient and secondary creep phenomena are taken into account is used and a general solution for integral values of the exponents appearing in the creep law is found. From this solution the critical time, required for a column to collapse after load application, can be calculated. (Author)

Document Details

Document Type
Technical Report
Publication Date
May 01, 1955
Accession Number
AD0684963

Entities

People

  • Sharad A. Patel

Organizations

  • New York University Tandon School of Engineering

Tags

DTIC Thesaurus Topics

  • Buckling
  • Collapse
  • Creep
  • Failure (Mechanics)
  • Integrals
  • Mechanical Phenomena
  • Mechanical Properties
  • Plastic Deformation

Readers

  • Powder metallurgy of Titanium alloys.
  • Structural Dynamics.