A comparison of residual stresses in built-up steel beams using hole-drilling method

Residual stresses have a significant effect on the stability resistance of metal building systems. An experimental program was conducted to measure these stresses in built-up steel beams using incremental hole-drilling method. The experimental results reveal that the predicted residual stress type of pattern for built-up I-sections with fillet welds on one side of the web is not the same as the pattern of residual stresses in built-up I-sections with fillet welds on both sides of the web. This paper was recommended for publication in revised form by Associate Editor Youngseog Lee Mohammed Al-Nawafleh received his B.S. and M.S degrees in Mechanical Engineering from Leningrad Institute of Textile and Light Industry, in 1989. He then received his Ph.D. degree from Sankt-Petersburg State University of Technology and Design, Russia in 1993. Dr. Nawafleh (1997–2005) was a Professor at the Department of Mechanical Engineering at Al-Balqa’ Applied University in Jordan. From 2005 to 2008 he was a Professor at the Department of Mechanical Engineering at Tafila Technical University, and currently he is a Professor at the Department of Civil Engineering at Al-Hussein Bin Talal University, Jordan.