Post-tensioned reinforced concrete column sections under impact loading
Research output: Contribution to conferences › Paper › Contributed › peer-review
Contributors
Abstract
Structures such as concrete slabs and concrete barriers of critical infrastructure facilities must be able to withstand impact events or severe accidents. In particular, the structural safety of the confinements of nuclear power plants against a possible aircraft impact is essential to ensure the safety of inhabitants and environment. This article presents research results of hard impact on reinforced concrete slabs, which have been carried out at the Institute of Concrete Structures (IMB) at TUD Dresden University of Technology Technische Universität (TU Dresden). A specially designed drop tower is available for this purpose on the premises of the Otto Mohr Laboratory of TU Dresden. In the framework of a research project many reinforced concrete slabs of dimension 1.5 x 1.5 x 0.2 m³ were tested by hard impact. The investigation on some already carried out impact tests on reinforced concrete slabs intend to show the range of deviation of impact tests. In particular, the possible standard deviations that should be regarded in impact tests are estimated for the applied test setup. Furthermore, the residual structural capacity of an undamaged and damaged reinforced concrete slab has been investigated.
Details
Original language | English |
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Number of pages | 8 |
Publication status | Published - 15 May 2025 |
Peer-reviewed | Yes |
Conference
Title | 7th International Conference on Protective Structures |
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Abbreviated title | ICPS7 |
Conference number | 7 |
Duration | 12 - 15 May 2025 |
Website | |
Degree of recognition | International event |
Location | W Hotel Abu Dhabi |
City | Abu Dhabi |
Country | United Arab Emirates |
External IDs
ORCID | /0000-0001-6666-5388/work/185312918 |
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ORCID | /0000-0002-9490-606X/work/185316158 |
ORCID | /0000-0002-8976-6680/work/185316700 |
ORCID | /0000-0001-8735-1345/work/185316704 |
ORCID | /0000-0001-6916-0086/work/185316730 |
ORCID | /0009-0005-4632-3555/work/185317956 |
ORCID | /0009-0003-1029-3476/work/185318052 |
Keywords
Keywords
- impact loading, drop-tower, post-tensioning, columns, dynamic response, reinforced concrete, Impact, reinforced concrete structures, drop tower testing