Počet záznamů: 1  

Dynamic analysis of the COMPASS-U tokamak for the design of foundation

  1. 1.
    SYSNO ASEP0560197
    Druh ASEPJ - Článek v odborném periodiku
    Zařazení RIVJ - Článek v odborném periodiku
    Poddruh JČlánek ve WOS
    NázevDynamic analysis of the COMPASS-U tokamak for the design of foundation
    Tvůrce(i) Ortwein, R. (PL)
    Hromádka, Jakub (UFP-V)
    Kovařík, Karel (UFP-V) RID, ORCID
    Havlíček, Josef (UFP-V) RID, ORCID
    Šesták, David (UFP-V) RID
    Yanovskiy, Vadim (UFP-V) ORCID
    Pánek, Radomír (UFP-V) RID
    Celkový počet autorů7
    Číslo článku113221
    Zdroj.dok.Fusion Engineering and Design. - : Elsevier - ISSN 0920-3796
    Roč. 182, September (2022)
    Poč.str.12 s.
    Jazyk dok.eng - angličtina
    Země vyd.CH - Švýcarsko
    Klíč. slovaCOMPASS-U ; tokamak ; dynamic analysis
    Vědní obor RIVBL - Fyzika plazmatu a výboje v plynech
    Obor OECDFluids and plasma physics (including surface physics)
    CEPEF16_019/0000768 GA MŠMT - Ministerstvo školství, mládeže a tělovýchovy
    Způsob publikováníOmezený přístup
    Institucionální podporaUFP-V - RVO:61389021
    UT WOS000831064500003
    EID SCOPUS85133470698
    DOI10.1016/j.fusengdes.2022.113221
    AnotaceThe COMPASS-U tokamak is currently at the final design stage. In order to design safe and reliable foundation slab for the machine, a dynamic analysis of the deformations and stresses during the most severe plasma disruptions was necessary. A global FEM model has been built including simplified geometry of the entire tokamak as well as the foundation slab and its supporting concrete pillars and the surrounding soil. Vertical forces from the worst-case axisymmetric plasma disruption scenarios were applied to the vacuum vessel and the coil system (CS, PF, TF), causing vibration of the entire tokamak. The deformations and stresses transmitted to the anchors in the reinforced concrete slab were computed. Based on the presented model, the initial thickness of the concrete slab of 1 m was decreased by 20% to 0.8 m for the final design. Maximum tensile stress of 1.71 MPa was found in the brittle concrete, indicating that no cracking will occur during the worst-case axisymmetric disruptions. Motion of the vacuum vessel due to vertical forces was analyzed, showing maximum deformations below 1.13 mm over the course of the worst disruption. Velocities below 0.29 m/s and accelerations below 287 m/s2. The computational cost was analyzed in details, providing estimates for the computational time, RAM requirements of 25.8 GB/MDOF (77.4 GB/Mnode) and hard disc requirements for the results file of 0.5 GB/MDOF (1.5 GB/Mnode) for each transient time step.
    PracovištěÚstav fyziky plazmatu
    KontaktVladimíra Kebza, kebza@ipp.cas.cz, Tel.: 266 052 975
    Rok sběru2023
    Elektronická adresahttps://www.sciencedirect.com/science/article/pii/S0920379622002174?via%3Dihub
Počet záznamů: 1  

  Tyto stránky využívají soubory cookies, které usnadňují jejich prohlížení. Další informace o tom jak používáme cookies.