Comparison of Punching Shear Design in Finland According to the Current and the Former Method
| Author(s): |
Tuomas Lehtonen
(Specialist, Structural Analysis, Ramboll Finland Oy, Pakkahuoneenaukio 2, FI-33101 Tampere .)
Matias Hirvikoski (M.Sc. student at Tampere University of Technology , Tieteenkatu 18 A95, FI-33720 Tampere .) Julius Rajamäki (M.Sc. student at Tampere University of Technology , Tieteenkatu 18 A95, FI-33720 Tampere .) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Nordic Concrete Research, June 2019, n. 1, v. 60 |
| Page(s): | 131-144 |
| DOI: | 10.2478/ncr-2019-0092 |
| Abstract: |
In the beginning of 2017 the design method for punching shear in Finland was changed. The method presented in Eurocode 2 was adopted with some nationally determined parameters and rules. During 2016 and 2017 computational analyses were conducted to compare the previous national design method and the new one. Comparison setups were created in which different parameters were varied. The results were presented the predicted punching resistances differ differences are significant and can be almost 60% in some cases. |
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10705852 - Published on:
19/02/2023 - Last updated on:
19/02/2023
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