Tests of Yielding Anchorages under Monotonic Loadings
Publication: Journal of Structural Engineering
Volume 120, Issue 3
Abstract
Tests of anchorages long enough to develop postyield steel strain under monotonic loading are presented. The influence of varied postyield properties of steel on load‐slip response is considered. The sensitivity of anchorage performance to variable steel properties is illustrated by the relationship of slip to bar strain at the loaded face. Behavior of the specimens is shown to be very sensitive to particular confinement and internal force conditions of the basic specimen form. It is recommended that tests of longer anchorages be made with specimens modeling specific structural conditions of interest.
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Information
Published In
Journal of Structural Engineering
Volume 120 • Issue 3 • March 1994
Pages: 987 - 997
Copyright
Copyright © 1994 American Society of Civil Engineers.
History
Received: Oct 23, 1992
Published online: Mar 1, 1994
Published in print: Mar 1994
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