Research Article
Jan 1981
Statistical Study of Experiments on Welded Beams
Authors: Yuhshi Fukumoto, M.ASCE, and Yoshito ItohAuthor Affiliations
Publication: Journal of the Structural Division
Volume 107, Issue 1
Abstract
Statistical buckling experiments of 34 welded beams for each group of two different lengths are carried out under a concentrated load applied vertically at the midspan of the compressive flange of simply-supported beams. The influences of the variations of the various imperfection parameters on scattered test points of the lateral buckling are examined. The obtained test results are compared with the writers' previous test results of the rolled beams. The main imperfection parameter that highly influences the variation of the ultimate strength of the welded beams is the variable value of the actual full plastic moments, as already mentioned for the rolled beams. The welded beams, however, have a lower ultimate strength in the mean value and large coefficient of variation as compared with the rolled beams. The large variations in the compressive residual stresses and the initial lateral crookednesses in the welded beams may cause the large strength variation in the welded beams.
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Published In
Journal of the Structural Division
Volume 107 • Issue 1 • January 1981
Pages: 89 - 103
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Jan 1981
Published online: Feb 1, 2021
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Authors
Affiliations
Yuhshi Fukumoto, M.ASCE
Prof., Dept. of Civ. Engrg., Nagoya Univ., Chikusa-Ku, Nagoya, Japan
Yoshito Itoh
Research Asst., Dept. of Civ. Engrg., Nagoya Univ., Chikusa-Ku, Nagoya, Japan
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.