Failure Criteria for Reinforced Concrete Structures. Volume II. Analytical Model and Response Data.

Abstract

Failure criteria defining complete loss of section strength for reinforced concrete sections are defined in this Volume II of the report. Failure envelopes obtained from a three-dimensional finite element analysis with a three dimensional nonlinear constitutive material model are presented in terms of deformations for various rectangular and cylindrical sections. Applications and examples of the use of these failure envelopes are also presented. (Author)

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Document Details

Document Type
Technical Report
Publication Date
May 01, 1979
Accession Number
ADA070644

Entities

People

  • Jawahar M. Gidwani
  • Richard W. Litton

Tags

Communities of Interest

  • C4I
  • Counter WMD
  • Energy and Power Technologies
  • Space
  • Weapons Technologies

DTIC Thesaurus Topics

  • Civil Engineering
  • Concrete
  • Department Of Defense
  • Elastic Properties
  • Engineering
  • Engineers
  • Finite Element Analysis
  • Governments
  • Materials
  • Mechanics
  • Operating Systems
  • Reinforced Concrete
  • Stress Strain Relations
  • Stresses
  • Systems Engineering
  • Three Dimensional
  • Yield Strength

Fields of Study

  • Engineering

Readers

  • Mechanical Engineering/Mechanics of Materials.