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Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones
In segmental box girder bridge construction, post-tensioning is used to connect individual bridge segments together to create bridge spans. Post-tensioning tendons transmit high compressive forces to concrete bridge segments. As a result, compressive and tensile stresses develop at and near the tendon anchorages.
Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones
In segmental box girder bridge construction, post-tensioning is used to connect individual bridge segments together to create bridge spans. Post-tensioning tendons transmit high compressive forces to concrete bridge segments. As a result, compressive and tensile stresses develop at and near the tendon anchorages.
Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones
Robinson, Brenda (Autor:in) / Tawfiq, Kamal S. (Autor:in) / Yazdani, Nur (Autor:in)
Structures Congress 2009 ; 2009 ; Austin, Texas, United States
Structures Congress 2009 ; 1-10
29.04.2009
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Using Steel Fiber Reinforced Concrete in Post-Tensioned Anchorage Zones
British Library Conference Proceedings | 2009
|Behavior of Post-Tensioned Girder Anchorage Zones
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|Design of Post-Tensioned Girder Anchorage Zones
NTIS | 1981
|Analysis of Post-Tensioned Girder Anchorage Zones
NTIS | 1981
|