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Keywords: beam flange
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Proceedings Papers
Additional Full-scale Testing of Beam-to-column Connections With Improvements In Welded Joints
Available to Purchase
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-366
... at the ends of the beam flanges (BH-1, BH-2). BH-1 has the area of incomplete penetration of 50% of the beam flange thickness (16mm), and BH-2 has the area of incomplete penetration of 75% of the beam flange thickness (16mm). BH-1 had insufficient cross-sectional area of welded joints, while BH-2 had...
Proceedings Papers
Brittle Fracture In Beam-to-Column Welded Joints – Numerical Simulation of Test Results
Available to Purchase
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-364
... of connection used in Japan. The test specimens were designed to represent the connection of a wide flanged beam to a wide flanged column. This type of connection is widely used in steel moment resisting frames. The specimens represent a region of beam-to-column connection consisting of the beam flange, column...
Proceedings Papers
Strength And Deformability In Diaphragm-Stiffened Connections of Beam Flanges to Circular CFT Columns
Available to Purchase
Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-400
.... On the other hand, it may be expected that the local deformation reduces the beam flange strains, and consequently early fracture of the beam flange is well prevented. Therefore, the local deformation should be controlled by adjusting the diaphragm dimensions, in order to realize the optimum condition...
Proceedings Papers
Testing of Beam-to-RHS Column Connections Without Weld Access Holes
Available to Purchase
Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-346
... joints between the beam flange and horizontal haunch. INTRODUCTION The 1994 Northridge and 1995 Hyogoken Nanbu (Kobe) Earthquakes both took structural engineering professionals by surprise in that many of the welded connections in modem steel building frames sustained brittle fractures. A common...
