KELELAHAN DAN TEGANGAN YANG DIIZINKAN PADA SAMBUNGAN LAS
Abstract
Welded joints loaded cyclically are prone to fatigue because they provide srress concentrations due to geometry changes, weld profile shapes and microscopic defects in the welds". Allowable stresses for welded joints under cycliuzlly loading must be based on empirical values.
References
Welding Institute of Canada, Fatigue - Fundamentals, 1987.
Welding Institute of Canada, Fatigue - Applications, 1987.
American Welding Society, Structural Welding Code - Steel, ANSI/AWS D1.1-96, FL : American Welding Society, 1996.
Blodgett, O. W., Design of Welded Structures, 12th Printing, Cleveland, OH : The James F. Lincoln Arc Welding Foundation, l982.