Ghassan Werdina

Ghassan Werdina
Salahaddin University - Erbil | SUH · Department of Civil Engineering

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2
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Introduction
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Publications

Publications (2)
Article
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Background The 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 anchor...
Article
Full-text available
Post-tensioning tendons in segmental box girder bridges are usually anchored in very massive diaphragms. This paper presents an analytical investigation of the anchorage zone stresses for an interior pier diaphragm and a rectangular block model (model of diaphragm anchorage zone). The failure load and load-displacement relation for the two cases we...

Questions

Question (1)
Question
Should the dilation angle for confined concrete (spirals) be more or less than the unconfined concrete, and what is the proper value for each case ?

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