prikaz prve stranice dokumenta Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns
  Preuzmi
PDF 8.94 MB
Znanstveni rad - Izvorni znanstveni rad
Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns
Engineering structures, 300 (2024); 117204. https://doi.org/10.1016/j.engstruct.2023.117204
Zhang, Jun-Hua; Shao, Yong-Bo; Hassanein, Mostafa Fahmi; Cashell, Katherine A.; Hadzima-Nyarko, Marijana

Citiranost:
,
Citirajte ovaj rad

Zhang, J. H., Shao, Y. B., Hassanein, M. F., Cashell, K. A. i Hadzima Nyarko, M. (2024). Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns. Engineering structures, 300.. doi: 10.1016/j.engstruct.2023.117204

Zhang, Jun Hua, et al. "Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns." Engineering structures, vol. 300, 2024. https://doi.org/10.1016/j.engstruct.2023.117204

Zhang, Jun Hua, Yong Bo Shao, Mostafa Fahmi Hassanein, Katherine A. Cashell i Marijana Hadzima Nyarko. "Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns." Engineering structures 300 (2024). https://doi.org/10.1016/j.engstruct.2023.117204

Zhang, J. H., et al. (2024) 'Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns', Engineering structures, 300. doi: 10.1016/j.engstruct.2023.117204

Zhang JH, Shao YB, Hassanein MF, Cashell KA, Hadzima Nyarko M. Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns. Engineering structures [Internet]. 2024. [pristupljeno 13.03.2025.];300. doi: 10.1016/j.engstruct.2023.117204

J. H. Zhang, Y. B. Shao, M. F. Hassanein, K. A. Cashell i M. Hadzima Nyarko, "Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns", Engineering structures, vol. 300, 2024. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:133:587029. [Citirano: 13.03.2025.]

Za citiranje koristite ovu mrežnu adresu: https://urn.nsk.hr/urn:nbn:hr:133:587029
Prijavite se u repozitorij kako biste mogli spremiti objekt u svoju listu.
Podaci o radu
Naslov (engleski)Behaviour of ultra-high strength concrete-filled dual-stiffened steel tubular slender columns
AutorJun-Hua Zhang
AutorYong-Bo Shao
AutorMostafa Fahmi Hassanein
AutorKatherine A. Cashell
AutorMarijana Hadzima-Nyarko
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
This paper is concerned with the behaviour of square concrete-filled dual-stiffened steel tubular (CFDSST) slender columns with a concentrically-placed inner circular steel tube. Previous studies have illustrated that these columns have greater structural performance in terms of load-carrying capacity compared with conventional concrete-filled stiffened steel tubular (CFSST) columns. However, the behaviour of CFDSST slender columns filled with ultra-high strength concrete (UHSC) has not been... Više investigated and current design codes do not include provisions for UHSC, although it is increasingly popular owing to demands for structures to be lighter and more sustainable. Accordingly, the current paper fills that gap in existing knowledge and explores the behaviour of CFDSST slender columns using finite element (FE) analysis. The available test results from previous studies were collated and are employed to validate the numerical model. The validated FE model is then employed to investigate the axial load versus deflection responses for a wide variety of UHS-CFDSST slender columns. The behaviour of both intermediate-length and long columns is assessed through parametric analyses. The results of these studies show that the strength of the concrete sandwiched between the two steel sections, the yield strength of outer steel tube, and the outer tube slenderness ratio have a significant effect on the axial resistance of UHS-CFDSST intermediate-length columns, while the capacity of long columns is most affected by the sandwiched concrete strength. The ultimate resistances are compared with different available design methods, and AISC 360–16 code is recommended for predicting the ultimate resistance of UHS-CFDSST slender columns with modifications proposed to account for the different components forming this innovative cross-section. Sakrij dio sažetka
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaEngineering structures
Brojčani podacivol. 300, 117204
p-ISSN0141-0296
e-ISSN1873-7323
DOIhttps://doi.org/10.1016/j.engstruct.2023.117204
URN:NBNurn:nbn:hr:133:587029
Datum objave publikacije2024
URL dokumentahttps://www.sciencedirect.com/science/article/pii/S014102962301619X?via%3Dihub
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje-Dijeli pod istim uvjetima 3.0 (CC BY-SA 3.0)
Datum i vrijeme pohrane2025-02-03 13:25:50
accessibility

closePristupačnostrefresh

Ako želite spremiti trajne postavke, kliknite Spremi, ako ne - vaše će se postavke poništiti kad zatvorite preglednik.