ISSN:
1460-2695
Source:
Blackwell Publishing Journal Backfiles 1879-2005
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
Abstract— The fatigue strength of steel welded joints has been obtained by tests in which the maximum applied stress, σmax, was kept constant and equal to the yield strength, σy, (which is equivalent to the tensile residual stress that exists in real welded structures) while the minimum stress was changed randomly. The equivalent range of applied stress, calculated by neglecting the stress cycles for which amplitudes were below the fatigue limit that was determined from constant amplitude tests, can be a useful design parameter. This is confirmed because Miner's rule applies for all the σmax=σy tests reported here and which simulate the actual stress condition of welded structures and gives the lowest S-N curve.
Type of Medium:
Electronic Resource
URL:
http://dx.doi.org/10.1111/j.1460-2695.1996.tb00965.x
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