Research Article
Feb 1982
Beam-To-Column Web Connection Details
Publication: Journal of the Structural Division
Volume 108, Issue 2
Abstract
For a beam-to-column web connection where the beam is attached to the column perpendicular to the plane of the column web, the theoretical maximum strength of this beam and column assemblage is reached when plastic hinges are formed in the column or in the beam. Other factors that limit this maximum strength include the development of yield line mechanism in column web, fracture or shear punch of column web, and shear yielding of beam flange plate. These could preclude obtaining the connection load level required to produce plastic hinges. The results of eight simulated tests on web connection details are presented. In the simulations, pairs of steel plates are welded to column sections using four different attachment details. These plates represent the tension and compression flanges of a beam attached to the column. The pair of flange plates are loaded by tension and compression forces to simulate the bending moment of a beam acting upon the column. Observations are made of stresses and deformations as well as phenomena that prevented the connections from obtaining this theoretical maximum load level.
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Information
Published In
Journal of the Structural Division
Volume 108 • Issue 2 • February 1982
Pages: 393 - 409
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Feb 1982
Published online: Feb 1, 2021
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Authors
Affiliations
G. P. Rentschler, AM.ASCE
Engr., Gilbert Assoc., Reading, Pa.
W. F. Chen
Prof. and Head of Struct. Engrg., School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
G. C. Driscoll, M.ASCE
Prof. of Civ. Engrg. and Assoc. Head of Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.