Abstract
| Original language | English |
|---|---|
| Title of host publication | Structural Mechanics in Reactor Technologies |
| Subtitle of host publication | 23rd International Conference on Structural Mechanics in Reactor Technology 2015 (SMiRT 23) |
| Publisher | International Assn for Structural Mechanics in Reactor Technology IASMiRT |
| Number of pages | 10 |
| ISBN (Print) | 9781510843448 |
| Publication status | Published - 2015 |
| MoE publication type | A4 Article in a conference publication |
| Event | 22nd International Conference on Structural Mechanics in Reactor Technology 2013, SMiRT 22 - San Francisco, United States Duration: 18 Aug 2013 → 23 Aug 2013 Conference number: 23 |
Conference
| Conference | 22nd International Conference on Structural Mechanics in Reactor Technology 2013, SMiRT 22 |
|---|---|
| Abbreviated title | SMiRT 22 |
| Country | United States |
| City | San Francisco |
| Period | 18/08/13 → 23/08/13 |
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Bending and punching studies on impact loaded plate. / Saarenheimo, Arja; Calonius, Kim; Tuomala, Markku.
Structural Mechanics in Reactor Technologies: 23rd International Conference on Structural Mechanics in Reactor Technology 2015 (SMiRT 23). International Assn for Structural Mechanics in Reactor Technology IASMiRT , 2015.Research output: Chapter in Book/Report/Conference proceeding › Conference article in proceedings › Scientific › peer-review
TY - GEN
T1 - Bending and punching studies on impact loaded plate
AU - Saarenheimo, Arja
AU - Calonius, Kim
AU - Tuomala, Markku
PY - 2015
Y1 - 2015
N2 - A shear punching test series is carried out at VTT. The target structure is a two way simply supported concrete plate with a span of 2 m and a thickness of 25 cm. The mass of the deformable stainless steel projectile is 50 kg. The capabilities of different numerical methods for assessing global and local deformation with possible shear punching are studied. Numerical solutions are compared with experimental results of test X4.
AB - A shear punching test series is carried out at VTT. The target structure is a two way simply supported concrete plate with a span of 2 m and a thickness of 25 cm. The mass of the deformable stainless steel projectile is 50 kg. The capabilities of different numerical methods for assessing global and local deformation with possible shear punching are studied. Numerical solutions are compared with experimental results of test X4.
M3 - Conference article in proceedings
SN - 9781510843448
BT - Structural Mechanics in Reactor Technologies
PB - International Assn for Structural Mechanics in Reactor Technology IASMiRT
ER -