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Naslov:Numerical investigation of imperfection-induced secondary bending stresses in box girders
Avtorji:ID Kralj, Jernej (Avtor)
ID Gubeljak, Nenad (Avtor)
ID Glodež, Srečko (Avtor)
ID Kramberger, Janez (Avtor)
Datoteke:.pdf 1-s2.0-S2352012425012925-main.pdf (5,13 MB)
MD5: 4D22D169B2CB8B223586D1E419946B3F
 
URL https://www.sciencedirect.com/science/article/pii/S2352012425012925
 
Jezik:Angleški jezik
Vrsta gradiva:Članek v reviji
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FS - Fakulteta za strojništvo
Opis:Numerous studies have demonstrated that the initial out-of-plane deflection can significantly affect stress distribution along the web boundaries of steel plate girders, potentially leading to the initiation of fatigue cracks and eventual structural failure over time. Fatigue cracks in thin-walled structures commonly initiate at locations of maximum secondary bending stress, arising from the web imperfections introduced during the complex manufacturing process and further amplified by the interaction of global and local stresses. The secondary bending stress of box girders web plate has been numerically investigated in this article. Several nonlinear static analyses have been performed, using the hybrid parametric FE model, consisting of shell and beam finite elements. Vertical normal stress in the upper web boundary below rail was evaluated under different boundary conditions and geometric modifications. Considering the deflection shape of critical buckling mode 1, the directional effects of initial web imperfection and eccentric moment have been evaluated. Also, a comparison in terms of secondary bending stress at different girder spans, intermediate plate spacing and load positions are discussed. The results of this study offer valuable insights into the most and least favorable scenarios related to geometric modifications and varying loading conditions, while also highlighting existing research gaps in current design codes.
Ključne besede:box girder, initial web imperfection, out of plane deflection, secondary bending stress, wheel loading
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Poslano v recenzijo:06.03.2025
Datum sprejetja članka:15.06.2025
Datum objave:18.06.2025
Založnik:Elsevier
Leto izida:2025
Št. strani:13 str.
Številčenje:Vol. 79, [article no.] 109477
PID:20.500.12556/DKUM-93642 Novo okno
UDK:539.3:519.6
COBISS.SI-ID:241885187 Novo okno
DOI:10.1016/j.istruc.2025.109477 Novo okno
ISSN pri članku:2352-0124
Datum objave v DKUM:09.07.2025
Število ogledov:140
Število prenosov:20
Metapodatki:XML DC-XML DC-RDF
Področja:Ostalo
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Vaša ocena:Ocenjevanje je dovoljeno samo prijavljenim uporabnikom.
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Gradivo je del revije

Naslov:Structures
Založnik:Elsevier
ISSN:2352-0124
COBISS.SI-ID:525573145 Novo okno

Licence

Licenca:CC BY-ND 4.0, Creative Commons Priznanje avtorstva-Brez predelav 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nd/4.0/deed.sl
Opis:Licenca Creative Commons Brez predelav dovoljuje uporabnikom ponovno distribucijo dela, vendar ne v spremenjeni obliki. Zahtevana je navedba avtorstva.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:škatlasti nosilec, začetna nepopolnost spleta, odklon iz ravnine, sekundarna upogibna napetost, obremenitev koles


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