Standard: WRC BUL 121

RESIDUAL STRESSES IN “T-1” CONSTRUCTIONAL ALLOY STEEL PLATES; RESIDUAL STRESSES IN WELDED BUILD-UP “T-1” SHAPESRESIDUAL STRESSES IN WELDED BUILD-UP “T-1” SHAPES; RE

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Scope:

This paper 1)resenLs the results obtained and conclusions drawn from an experimental invesLigation of residual stresses due to welding and cutting in welded and unwelded "T-l" steel plates. "T-1" steel in plates meets the requirements of ASTM A514 and/or A517 steel. Welded and unwelded specimens having either sheared or flame-cut edges were tested. The residual stress pattern and magnitudes are presented for a wide range of plate and weld sizes. The effect of different types of electrode, number of passes, weld size and, mainly, Lhe geometry of the plate is discussed. A knowledge of the residual stress pattern and magnitude in plates makes it possible to estimate the residual stresses in shapes built-up from plates by welding. The strength of a column depends on the residual stress distribution and magnitude; therefore knowing these, and other properties, the strength of the column can be estimated.

Organization: Welding Research Council
Document Number: wrc bul 121
Publish Date: 1967-04-01
Page Count: 36
Available Languages: EN
DOD Adopted: NO
ANSI Approved: NO
Most Recent Revision: YES
Current Version: YES
Status: Active
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