Punching shear testing of reinforced concrete slabs, and design implications

K. V. Papanikolaou; I. A. Tegos; A. J. Kappos

doi:10.1680/macr.2005.57.3.167

Punching shear testing of reinforced concrete slabs, and design implications

K. V. Papanikolaou
, I. A. Tegos
, A. J. Kappos

Civil & Environmental Engineering

Aristotle University of Thessaloniki

Research output: Contribution to journal › Article › peer-review

20 Scopus citations

Abstract

The paper presents results from an extensive testing programme involving a total of 30 reinforced concrete (R/C) slabs with and without shear reinforcement, subjected to a concentrated load in the middle. Shear reinforcement consists of either bent-up bars or closed stirrups. Measured punching shear strengths were compared with strengths predicted from two major design codes (the American, ACI 318, and the European, Eurocode

Original language	British English
Pages (from-to)	167-177
Number of pages	11
Journal	Magazine of Concrete Research
Volume	57
Issue number	3
DOIs	https://doi.org/10.1680/macr.2005.57.3.167
State	Published - Apr 2005

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10.1680/macr.2005.57.3.167

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abstract = "The paper presents results from an extensive testing programme involving a total of 30 reinforced concrete (R/C) slabs with and without shear reinforcement, subjected to a concentrated load in the middle. Shear reinforcement consists of either bent-up bars or closed stirrups. Measured punching shear strengths were compared with strengths predicted from two major design codes (the American, ACI 318, and the European, Eurocode",

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AB - The paper presents results from an extensive testing programme involving a total of 30 reinforced concrete (R/C) slabs with and without shear reinforcement, subjected to a concentrated load in the middle. Shear reinforcement consists of either bent-up bars or closed stirrups. Measured punching shear strengths were compared with strengths predicted from two major design codes (the American, ACI 318, and the European, Eurocode

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Punching shear testing of reinforced concrete slabs, and design implications

Abstract

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