Interaction between the Local and General Zone for the Post-tensioned Girder Anchorage Zone
Author(s): |
Ghassan M. Werdina
Omar Q. Aziz |
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Medium: | journal article |
Language(s): | English |
Published in: | The Open Civil Engineering Journal, 22 February 2021, n. 1, v. 15 |
Page(s): | 50-73 |
DOI: | 10.2174/1874149502115010050 |
Abstract: |
BackgroundThe use of post-tensioning in girders causes high bearing and compressive stresses in the anchorage zone. In this study, the behavior of the anchorage zone and the interaction between the local and general zone are investigated. The variables included different reinforcements for both the local and general zones for a block of two anchorage devices. MethodsBoth experimental and numerical methods have been applied to study the behavior of the anchorage zone. The experimental part of the study involved laboratory testing of sixteen specimens, and the numerical study was conducted using ABAQUS non-linear finite element analysis. ResultsTie reinforcement provided additional confinement for the local zone, and this confinement was more for the specimens with originally less confined spiral reinforcement strength. There was a slight or no effect of the local zone reinforcement on the general zone strength and ultimate load of the anchorage zone when the failure was in the general zone. ConclusionConfinement of the local zone prevented the brittle bearing and compression failure of this zone. |
Copyright: | © 2021 Ghassan M. Werdina and Omar Q. Aziz |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10602027 - Published on:
17/04/2021 - Last updated on:
02/06/2021