Headed Studs in Anchor Zones of Post-Tensioned Slabs
Post-tensioned flat slabs are efficient structural components for office and multi-story apartment buildings. The most common installations comprise monostrand tendons that are placed in narrow bands near the column lines (banded) in one direction and uniformly distributed in the perpendicular direc...
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Published in | Concrete International Vol. 27; no. 4; pp. 45 - 50 |
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Main Authors | , , , |
Format | Journal Article Trade Publication Article |
Language | English |
Published |
Farmington Hills
American Concrete Institute
01.04.2005
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Subjects | |
Online Access | Get full text |
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Summary: | Post-tensioned flat slabs are efficient structural components for office and multi-story apartment buildings. The most common installations comprise monostrand tendons that are placed in narrow bands near the column lines (banded) in one direction and uniformly distributed in the perpendicular direction. The anchor zones of banded tendons normally combine closely spaced anchors, hairpin bars, and transverse reinforcing. As shown in Fig. 1(a), this can lead to significant congestion. Using headed studs instead of conventional hairpin stirrups eliminates the congestion (Fig. 1 (b)). In this article, we review the analysis and design methods for anchor zones in concrete slabs with monostrand tendons. Further, we report test results for slab specimens reinforced with headed studs and compare our results with those from an earlier study that evaluated hairpin reinforcing. |
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Bibliography: | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
ISSN: | 0162-4075 1944-7388 |