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Long-Term Post-Tensioned Column Exposure Test Specimens: Final Evaluation
Post-tensioned concrete piers or columns may be exposed to very severe environments affecting their long-term durability. Two main exposure conditions are of special interest: partially submerged structures in sea water and structures exposed to deicing salts. The durability study of post-tensioned columns or vertical concrete elements under these conditions has unique characteristics. In order to provide detailed observations to improve the durability design of columns under these exposure conditions, a research study was started with the dual intent to evaluate how to use post-tensioning to improve corrosion protection and how to protect the post-tensioning systems from corrosion damage.
Long-Term Post-Tensioned Column Exposure Test Specimens: Final Evaluation
Post-tensioned concrete piers or columns may be exposed to very severe environments affecting their long-term durability. Two main exposure conditions are of special interest: partially submerged structures in sea water and structures exposed to deicing salts. The durability study of post-tensioned columns or vertical concrete elements under these conditions has unique characteristics. In order to provide detailed observations to improve the durability design of columns under these exposure conditions, a research study was started with the dual intent to evaluate how to use post-tensioning to improve corrosion protection and how to protect the post-tensioning systems from corrosion damage.
Long-Term Post-Tensioned Column Exposure Test Specimens: Final Evaluation
R. M. Salas (Autor:in) / J. S. West (Autor:in) / A. J. Schokker (Autor:in) / J. E. Breen (Autor:in) / M. E. Kreger (Autor:in)
2003
118 pages
Report
Keine Angabe
Englisch
Highway Engineering , Corrosion & Corrosion Inhibition , Columns(Supports) , Corrosion protection , Durability , Concrete structures , Post-tensioning , Salt spraying tests , Exposure , Tendons , Bridge piers , Structural design , Epoxy , Fly ash , Corrosion prevention , Cracking(Fracturing) , Evaluation , Implementation , Research programs , Post-tensioned concrete structures , Segmented joints , Bridge substructures
Long-Term Corrosion Testing and Evaluation of Partially Submerged Post-Tensioned Column Specimens
British Library Conference Proceedings | 2005
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