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Recommendations for Concrete Members Prestressed with Unbonded Tendons

contributor authorACI - American Concrete Institute
date accessioned2017-09-04T16:36:48Z
date available2017-09-04T16:36:48Z
date copyright01/01/2005
date issued2005
identifier otherVDXJIBAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;jsein=autho4/handle/yse/100366
description abstractThe recommendations pertinent to design with unbonded tendons considered in this report include the design of beams, girders, slabs, continuous members, and details and properties of tendons and anchors and their protection from corrosion during construction and throughout the life of the structure.
The recommendations in this report are not intended for unbonded construction stages of elements using bonded tendons; for multistrand unbonded tendons used as external tendons; members subject to direct tension, such as tiebacks, cable stays, arch ties, or circumferential tendons for containment structures; or ground-supported post-tensioned slabs for light residential construction (PTI 2004).
languageEnglish
titleACI 423.3Rnum
titleRecommendations for Concrete Members Prestressed with Unbonded Tendonsen
typestandard
page21
statusActive
treeACI - American Concrete Institute:;2005
contenttypefulltext
subject keywordsanchorage (structural)
subject keywordsbeams (supports)
subject keywordsbond (concrete to reinforcement)
subject keywordsconcrete construction
subject keywordsconcrete slabs
subject keywordscover
subject keywordscracking (fracturing)
subject keywordsearthquake-resistant structures
subject keywordsfire resistance
subject keywordsflat concrete plates
subject keywordsflat concrete slabs
subject keywordsjoints (junctions)
subject keywordsloads (forces)
subject keywordspost-tensioning
subject keywordsprestressed concrete
subject keywordsprestressing
subject keywordsprestressing steels
subject keywordsshear properties
subject keywordsstresses
subject keywordsstructural analysis
subject keywordsstructural design
subject keywordsunbonded prestressing


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