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Pregled bibliografske jedinice broj: 432319

Integrity assessment of HSLA steel welded joint with mis-matched strength


Gubeljak, Nenad; Predan, Jožef; Rak, Inoslav; Kozak, Dražan
Integrity assessment of HSLA steel welded joint with mis-matched strength // Structural integrity and life, 9 (2009), 3; 157-164 (podatak o recenziji nije dostupan, članak, znanstveni)


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Naslov
Integrity assessment of HSLA steel welded joint with mis-matched strength

Autori
Gubeljak, Nenad ; Predan, Jožef ; Rak, Inoslav ; Kozak, Dražan

Izvornik
Structural integrity and life (1451-3749) 9 (2009), 3; 157-164

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
HSLA steel; welded joint; mis-matching; base metal; weld metal; stress intensity factor; crack opening displacement; structural integrity assessment

Sažetak
Currently, there is a need to conduct numbers of validation cases for the defect assessment procedure of the recently developed Structural Integrity Assessment Procedure (SINTAP). Current work deals with the application of SINTAP mis-match (Level II) option to the high strength low alloy (HSLA) steel multi-pass weldment. The fracture behaviour was estimated using CTOD bend specimens with surface and through thickness notches in the middle of X-groove weld metal. The effects of strength mis-match (M) between base and weld metals and the weld width (2H) should be taken into account in the mis-match option of the SINTAP procedure, if M > 1.1. The SINTAP procedure uses the minimum width of the weld metal for through thickness and surface cracked configurations to calculate the limit loads. The surface cracked bend configuration needs to be treated in more detail for the validation of the SINTAP procedure. Application of the SINTAP procedure has been performed by analysing the predicted and experimentally obtained crack initiation load for stable crack growth and determining the load carrying capacities of the bend bars.

Izvorni jezik
Engleski

Znanstvena područja
Strojarstvo

Napomena
The paper was presented at the Eighth Meeting "New Trends in Fatigue and Fracture" (NT2F8), Ankaran, Slovenia, 23-24 October, 2008



POVEZANOST RADA


Projekti:
152-1201910-1909 - Analiza i procjena loma konstrukcija iz anizotropnih materijala (Kozak, Dražan, MZOS ) ( CroRIS)

Ustanove:
Strojarski fakultet, Slavonski Brod

Profili:

Avatar Url Drazan Kozak (autor)

Citiraj ovu publikaciju:

Gubeljak, Nenad; Predan, Jožef; Rak, Inoslav; Kozak, Dražan
Integrity assessment of HSLA steel welded joint with mis-matched strength // Structural integrity and life, 9 (2009), 3; 157-164 (podatak o recenziji nije dostupan, članak, znanstveni)
Gubeljak, N., Predan, J., Rak, I. & Kozak, D. (2009) Integrity assessment of HSLA steel welded joint with mis-matched strength. Structural integrity and life, 9 (3), 157-164.
@article{article, author = {Gubeljak, Nenad and Predan, Jo\v{z}ef and Rak, Inoslav and Kozak, Dra\v{z}an}, year = {2009}, pages = {157-164}, keywords = {HSLA steel, welded joint, mis-matching, base metal, weld metal, stress intensity factor, crack opening displacement, structural integrity assessment}, journal = {Structural integrity and life}, volume = {9}, number = {3}, issn = {1451-3749}, title = {Integrity assessment of HSLA steel welded joint with mis-matched strength}, keyword = {HSLA steel, welded joint, mis-matching, base metal, weld metal, stress intensity factor, crack opening displacement, structural integrity assessment} }
@article{article, author = {Gubeljak, Nenad and Predan, Jo\v{z}ef and Rak, Inoslav and Kozak, Dra\v{z}an}, year = {2009}, pages = {157-164}, keywords = {HSLA steel, welded joint, mis-matching, base metal, weld metal, stress intensity factor, crack opening displacement, structural integrity assessment}, journal = {Structural integrity and life}, volume = {9}, number = {3}, issn = {1451-3749}, title = {Integrity assessment of HSLA steel welded joint with mis-matched strength}, keyword = {HSLA steel, welded joint, mis-matching, base metal, weld metal, stress intensity factor, crack opening displacement, structural integrity assessment} }




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