Punching Shear in Post-Tensioned Flat Slabs with Shear Reinforcement: Codes and Tests

The experimental punching capacities results of 27 punching tests on 160 to 200 mm (6.30 to 7.87 in.) deep post-tensioned slabs-all but three of them containing stud-rail shear reinforcement-are compared with resistances calculated by the methods of ACI 318 and Eurocode 2. The experimental study des...

Full description

Saved in:
Bibliographic Details
Published inACI structural journal Vol. 113; no. 2; p. 337
Main Authors Carvalho, Alessandra L., Melo, Guilherme S., Gomes, Ronaldo B.
Format Journal Article
LanguageEnglish
Published Farmington Hills American Concrete Institute 01.03.2016
Subjects
ACI
Building codes
Codes
Concrete
Mathematical analysis
Punching
Punching shear
Reinforcement
Shear
Slabs
Studs
Yield stress
Online AccessGet full text
ISSN0889-3241
1944-7361
DOI10.14359/51688197

Cover

More Information
Summary:The experimental punching capacities results of 27 punching tests on 160 to 200 mm (6.30 to 7.87 in.) deep post-tensioned slabs-all but three of them containing stud-rail shear reinforcement-are compared with resistances calculated by the methods of ACI 318 and Eurocode 2. The experimental study describing 17 of these tests were published in a previous paper. The slabs, 200 mm (7.87 in.) thick and 3.0 m (9.84 ft) square, were loaded at their centers and simply supported near their edges. Fifteen contained shear reinforcement in the form of stud rails and the principal variables in the series were those of the shear reinforcement. The study concluded that both codes' equations are conservative and suggestions on amendments are presented to improve their accuracies, based on experimental results.
Bibliography:SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 14
ObjectType-Article-1
ObjectType-Feature-2
content type line 23
ISSN:0889-3241
1944-7361
DOI:10.14359/51688197