Research Article
Oct 1981
Proof-Loading of Scaffolding
Authors: Donald S. Mansell, M.ASCE, and Nick AgelidisAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 107, Issue 5
Abstract
When a scaffold system that is free to sway is tested to demonstrate its strength and stiffness, serious errors can occur if the load is applied by jacks with tiebars or cables. Experiments with techniques permitted by some specifications showed that strength was overestimated by amounts up to 63 percent, and second-order elastic analyses were consistent with that result. The current practice of using recovery of deflection as an indication of distress in a test scaffold is criticized because it has been shown to be inappropriate when the test structure is relatively stiff. This is so because it is likely that a higher proportion of its deflection consists of nonsystematic components. It is also misleading when the response of the structure comprises competing nonlinear modes.
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Published In
Journal of the Engineering Mechanics Division
Volume 107 • Issue 5 • October 1981
Pages: 827 - 837
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Oct 1981
Published online: Feb 3, 2021
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Authors
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Donald S. Mansell, M.ASCE
Sr. Lect. in Civ. Engrg., Dept. of Civ. Engrg., Univ. of Melbourne, Parksville, Victoria, Australia
Nick Agelidis
Research Engr., Dept. of Civ. Engrg., Imperial College, London, England
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