Povzetek

The roof slab of a nuclear reactor supports all the components and sub-systems. It needs to resist the seismic loads in accordance with load-carrying criteria. The static stress analysis of the reactor roof slab reveals that high-stress concentration was present in the pump penetration shell (PPS) that supports the primary sodium pump. This paper presents an assessment of collapse load and the optimization of the pump penetration shell through the reliability approach, accounting for material non-linearity, geometrical non-linearity and randomness in loading. In addition, the load-carrying capacity of PPS was determined considering two different materials: IS2062 and A48P2. The design of experiments (DoE) was formulated considering the flange angle and flange thickness as parameters. An empirical model for load function was formulated from the results of the collapse load obtained for various combinations of design parameters. The above function was used to perform the reliability-based geometry optimization of the PPS of the roof slab.

Ključne besede

nuclear reactors;buckling;optimization;reliability;limit load;genetic algorithm;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UL FS - Fakulteta za strojništvo
UDK: 621.039.5
COBISS: 69856771 Povezava se bo odprla v novem oknu
ISSN: 0039-2480
Št. ogledov: 298
Št. prenosov: 66
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Slovenski jezik
Sekundarni naslov: Optimizacija konstrukcije prebojnega skoznjika črpalke za zanesljivost ob upoštevanju materiala in geometrijskih nelinearnosti
Sekundarne ključne besede: jedrski reaktorji;uklon;optimizacija;zanesljivost;mejna obremenitev;genetski algoritem;
Vrsta dela (COBISS): Članek v reviji
Strani: str. 331-340
Letnik: ǂVol. ǂ67
Zvezek: ǂno. ǂ6
Čas izdaje: June 2021
DOI: 10.5545/sv-jme.2021.7104A
ID: 13119791