Transient Beam Response due to Point-Load Impact and Estimation of Onset of Yielding in Bending
Publication: Journal of Engineering Mechanics
Volume 140, Issue 1
Abstract
When a dynamic point load is applied laterally to a beam, the deflection gradually spreads over time until the entire beam length is affected. The determination of the early stages of response presents substantial mathematical difficulties. The normal-mode superposition is made awkward by the fact that the number of modal components necessary to get a reasonably accurate answer increases as the time interval of interest decreases. This paper presents a different solution based on a dominating flexural wave, which allows one to formulate compact and transparent expressions.
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© 2014 American Society of Civil Engineers.
History
Received: Nov 14, 2009
Accepted: Feb 27, 2013
Published online: Mar 1, 2013
Published in print: Jan 1, 2014
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