STEEL CONSTRUCTION ENGINEERING
Online ISSN : 1884-0329
Print ISSN : 1880-9928
ISSN-L : 1880-9928
Ultimate Tensile Strength of Flanges and Webs of H - Shaped Beam Joints with High - Strength Bolts
Kuniaki UDAGAWATakao YAMADATakahisa AOYAMA
Author information
JOURNAL FREE ACCESS

1997 Volume 4 Issue 14 Pages 53-63

Details
Abstract

Based on the results of the tests on the bending of H-shaped steel beams with high-strength bolt joints, we proposed formulas to predict the ultimate tensile strength of flanges for outer tearing fractures, and webs for inner tearing fractures and end fractures. The applicability of the prediction formulas, which were previously obtained from the steel plate joint tests, to the flanges and webs was discussed. SS400 steel, 590Mpa-grade and 780Mpa-grade high-quality steels were used for test specimens.

Content from these authors
© Japanese Society of Steel Construction
Previous article
feedback
Top