Stress Distribution in Welded Flange-Bolted Web Connections.

Abstract

Fifteen SAP90 computer models were developed and tested in this study to facilitate investigation into the effect of various joint parameters on the stress distribution of a welded flange-bolted web connection. Parameters varied within these models were the column stiffener thickness, column flange thickness, column web thickness, and beam cope size. (MM)

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Document Details

Document Type
Technical Report
Publication Date
Mar 16, 1995
Accession Number
ADA295424

Entities

People

  • Garth B. Berninghaus

Organizations

  • University of Washington

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Aspect Ratio
  • Axial Loads
  • Bending Moments
  • Bending Stress
  • Civil Engineering
  • Earthquakes
  • Engineering
  • Failure Mode And Effect Analysis
  • Materials
  • Modulus Of Elasticity
  • Stiffness
  • Strain Hardening
  • Stress Concentration
  • Stresses
  • Symmetry
  • Thickness
  • Yield Strength

Readers

  • Structural Dynamics.