Research Article
Jan 1979
Analytical M-θ Curves for End-Plate Connections
Authors: Natarajan Krishnamurthy, M.ASCE, Horng-Te Huang, Paul K. Jeffrey, and Louie K. AveryAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 1
Abstract
Analytical methodology has been developed and validated, to determine moment-rotation curves and equations for steel bolted end-plate connections. A parameter study was conducted on 168 connections for 559 loading conditions, by two-dimensional finite element analysis. Special features of the computer program and modeling are described. From the results, a prediction equation has been generated by regression analysis, to give the connection rotation as a function of the beam and plate dimensions, bolt sizes and location, and material properties. Comparison of predicted and experimentally observed results is presented for a typical case. Practical applications of the findings are covered.
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Published In
Journal of the Structural Division
Volume 105 • Issue 1 • January 1979
Pages: 133 - 145
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Jan 1979
Published online: Feb 1, 2021
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Affiliations
Natarajan Krishnamurthy, M.ASCE
Research Prof. of Civ. Engrg., Vanderbilt Univ., Nashville, Tennessee
Horng-Te Huang
Engr., Marathon Metallic Buildings Co., Houston, Tex.
Paul K. Jeffrey
Engr., Owen S. Posey and Assoc., Inc., Mobile, Ala.
Louie K. Avery
Engr., Stanley Consultants, Muscatine, Iowa
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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.
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.