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2016 | OriginalPaper | Chapter

1. Introduction to Contemporary Post-tensioned Concrete and Fire

Authors : John Gales, Kathleen Hartin, Luke Bisby

Published in: Structural Fire Performance of Contemporary Post-tensioned Concrete Construction

Publisher: Springer New York

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Abstract

In contemporary buildings, less is more. With new construction technologies and building materials, structures are being built with open floor plans and larger than ever before spans. Post-tensioned (PT) concrete is excellent at optimizing material usage, which helps designers meet stringent sustainability objectives while creating desirable large open spaces. PT concrete uses high strength cold-drawn prestressing steel tendons that are tensioned inside ducts in the concrete after casting. This compresses the concrete prior to loading and results in excellent control of in-service deflections which is far superior to that of conventional (non-prestressed) reinforced concrete. This tensioning process results in secondary support reactions in structural systems that balance deflection from loading. The post-tensioning process reduces the use of building materials enabling large spans. Typical PT concrete structures include bridges and buildings.

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Literature
go back to reference ACI. 318. (2011). Building code requirements for structural concrete (Rep. No. ACI 318-11). Farmington Hills, MI: American Concrete Institute. ACI. 318. (2011). Building code requirements for structural concrete (Rep. No. ACI 318-11). Farmington Hills, MI: American Concrete Institute.
go back to reference Bailey, C. G., & Ellobody, E. (2009). Comparison of unbonded and bonded post-tensioned concrete slabs under fire conditions. The Structural Engineer, 87(19), 23–31. Bailey, C. G., & Ellobody, E. (2009). Comparison of unbonded and bonded post-tensioned concrete slabs under fire conditions. The Structural Engineer, 87(19), 23–31.
go back to reference Bisby, L., Gales, J., & Maluk, C. (2013). A contemporary review of large-scale non standard structural fire testing (circa 1980-present). Fire Science Reviews, 2(1), 1–27. Bisby, L., Gales, J., & Maluk, C. (2013). A contemporary review of large-scale non standard structural fire testing (circa 1980-present). Fire Science Reviews, 2(1), 1–27.
go back to reference Kelly, F., & Purkiss, J. (2008). Reinforced concrete structures in fire: A review of current rules. The Structural Engineer, 86(19), 33–39. Kelly, F., & Purkiss, J. (2008). Reinforced concrete structures in fire: A review of current rules. The Structural Engineer, 86(19), 33–39.
go back to reference Poston, R., & Dolan, C. (2008). Re-organizing ACI 318. Concrete International, 30(7), 43–47. Poston, R., & Dolan, C. (2008). Re-organizing ACI 318. Concrete International, 30(7), 43–47.
Metadata
Title
Introduction to Contemporary Post-tensioned Concrete and Fire
Authors
John Gales
Kathleen Hartin
Luke Bisby
Copyright Year
2016
Publisher
Springer New York
DOI
https://doi.org/10.1007/978-1-4939-3280-1_1