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Naslov:A modified predictive model for the critical compressive strain of large diameter girth-welded pipelines
Avtorji:ID Hou, Yanfang (Avtor)
ID Tu, Shengwen (Avtor)
ID Kozak, Dražan (Avtor)
ID Gubeljak, Nenad (Avtor)
ID Sedmak, Aleksandar (Avtor)
Datoteke:.pdf 2026-TWS-Girth_weld.pdf (5,05 MB)
MD5: D9D7BD2DA3EAA5BCEC4E76D0613B4F31
 
URL https://www.sciencedirect.com/science/article/pii/S026382312600755X#da0005
 
Jezik:Angleški jezik
Vrsta gradiva:Članek v reviji
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FS - Fakulteta za strojništvo
Opis:The compressive strain capacity of large diameter girth-welded pipelines is a primary concern in strain-based design, especially under severe geohazard loading. To accurately evaluate this capacity, a nonlinear buckling analysis model subjected to combined internal pressure and bending loads is established. The critical compressive strain is defined as the average strain over a gauge length of 1.0D at the onset of buckling. Numerical results indicate that the critical compressive strain decreases as misalignment amplitude increases, while the effect of misalignment angle shows an opposite trend. The buckling results obtained from numerical simulations are compared with four models introduced in engineering standards/codes, and a good agreement with the CRES prediction model is observed. Building on this basis, the FGI term in the CRES model is modified to account for girth-welded pipelines with different misalignment types, amplitudes and angles. Consequently, a modified predictive model is proposed. It is demonstrated that, within the numerical database considered in this study, the modified model achieves a fitting accuracy exceeding 97%. Finally, independent finite element simulations considering different D/t ratios, internal pressures, and material hardening characteristics are conducted to further validate the applicability of the FDP and FYT terms.
Ključne besede:girth-welded pipes, local buckling, critical compressive strain, misalignment, combined loads
Status publikacije:Objavljeno
Verzija publikacije:Objavljena publikacija
Poslano v recenzijo:20.01.2026
Datum sprejetja članka:03.06.2026
Datum objave:04.06.2026
Založnik:Elsevier Ltd.
Leto izida:2026
Št. strani:16 str.
Številčenje:Vol. 230, part A [article no.] 115231
PID:20.500.12556/DKUM-98426 Novo okno
UDK:621.791:539.3
COBISS.SI-ID:281344259 Novo okno
DOI:10.1016/j.tws.2026.115231 Novo okno
ISSN pri članku:0263-8231
Datum objave v DKUM:11.06.2026
Število ogledov:211
Število prenosov:9
Metapodatki:XML DC-XML DC-RDF
Področja:Ostalo
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Gradivo je del revije

Naslov:Thin-walled structures
Skrajšan naslov:Thin-walled struct.
Založnik:Elsevier
ISSN:0263-8231
COBISS.SI-ID:26529536 Novo okno

Licence

Licenca:CC BY-NC-ND 4.0, Creative Commons Priznanje avtorstva-Nekomercialno-Brez predelav 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nc-nd/4.0/deed.sl
Opis:Najbolj omejujoča licenca Creative Commons. Uporabniki lahko prenesejo in delijo delo v nekomercialne namene in ga ne smejo uporabiti za nobene druge namene.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:obočno varjene cevi, lokalno upogibanje, kritična tlačna deformacija, neusklajenost, kombinirane obremenitve


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