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 | |
| State | Published - Apr 2005 |
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