Research Article
Dec 1965
Behavior of Fasteners and Plates with Holes
Publication: Journal of the Structural Division
Volume 91, Issue 6
Abstract
The behavior of the individual components of bolted or riveted joints is analyzed and evaluated. The results of plate calibration tests of A7 steel and tests of A440 steel are presented. General stress-strain relationships are developed for a plate with holes in the elastic range and beyond. The relationships are shown to be valid for carbon steels such as A7 and A36, high-strength steel such as A440, and high-strength low-alloy steels such as A242 and A441. Also, the relationships account for changes in specimen geometry. In addition, a load-deformation relationship is developed for mechanical fasteners in shear. The shape of the curve was observed to be governed by the ultimate shear strength and two empirical parameters. The analytical model was compared with test data for A502-grade 1 steel rivets and A502-grade 2 steel rivets and A325 and A490 high-strength bolts. The model was in good agreement with the test data.
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Published In
Journal of the Structural Division
Volume 91 • Issue 6 • December 1965
Pages: 265 - 286
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Dec 1965
Published online: Feb 1, 2021
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Authors
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John W. Fisher, M.ASCE
Research Asst. Prof. of Civ. Engrg., 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.