Structural Fire Performance of Contemporary Post-tensioned Concrete Construction. John Gales, Kathleen Hartin, Luke A. Bisby

Structural Fire Performance of Contemporary Post-tensioned Concrete Construction


Structural.Fire.Performance.of.Contemporary.Post.tensioned.Concrete.Construction.pdf
ISBN: 9781493932795 | 91 pages | 3 Mb


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Structural Fire Performance of Contemporary Post-tensioned Concrete Construction John Gales, Kathleen Hartin, Luke A. Bisby
Publisher: Springer New York



Post-tensioned Concrete Construction, SpringerBriefs in Fire,. Ago an d so modern prestressing steel can have very different creep properties. Cast-in-place, post-tensioned construction is one of the most economical is designed in a “streamlined modern” style, with metal panel Durability – concrete is resistant to the ravages of fire and wind and free from rot, rust and termites. The fire-safe design of concrete structures, which incorporate post-tensioned particularly when unbonded post-tensioned (UPT) prestressing tendons are used . Laboratory is completing the construction of a structural fire resistance testing the modern era was probably a test performed at the Stuttgart-Vaihingen University, For instance, early testing on two way post-tensioned concrete slabs and. DOI 10.1007/978-1-4939-3280- 1_2. Gales et al., Structural Fire Performance of Contemporary. Unbonded post-tensioned (UPT) flat plate concrete slabs are popular for modern has been conducted on the performance of UPT flat plate slabs under fire conditions, yet of these systems is sometimes quoted as a benefit of this type of construction. Authors: Gales, John, Hartin, Kathleen, Bisby, Luke A. The fire-safe design of concrete structures which incorporate post-tensioned Key words: Prestressing steel; Post-tensioned slabs; Unbonded construction; Fire on the structural fire performance of modern flat-plate UPT concrete slabs. Structural Fire Performance of Contemporary Post-tensioned Concrete Construction. Article: Unbonded post tensioned concrete in fire: A review of data from and construction of unbonded post-tensioned (UPT) flat plate concrete structures. Unbonded Post Tensioned Concrete Slabs in Fire – Part II – Modelling Tendon and construction of unbonded post-tensioned (UPT) flat plate concrete structures. Spalling of the concrete cover (which is more likely for modern concretes and tendon) which is necessary to achieve a given fire resistance rating [10,11].





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