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Back Civil Engineering Mechanics Residual Stresses - Definition, Properties, Effect on Behavior of Tension Members

Residual Stresses - Definition, Properties, Effect on Behavior of Tension Members

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Residual Stresses

  • Tension members response to load is much similar to that of tensile-test coupon .
  • Member behavior may differ from coupon behavior because of:
  • Slip in bolted & riveted connections
  • Non-linear behavior of connections
  • Residual stresses in member
  • Residual stresses result principally from non-uniform cooling of hot rolled or welded shapes and from cold straightening of bent members.
  • They have more surface exposure per unit volume, the flange tips tend to cool faster than flange-to-web junctures.
  • Similarly, Central portion of web tends to cool faster than junctures
  • As a result, metal at junctures continues to contract as it cools after flange tips and web interior have cooled to temperature of surroundings.
  • This contraction is partially restrained by cooler metal.
  • Developing tensile stresses in regions of junctures & compressive stresses in remainder.
  • These are called residual Stresses
  • Magnitude and distribution of thermal residual stresses are influenced to considerable degree by geometry of x-section
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