Zobrazeno 1 - 10
of 43
pro vyhledávání: '"Simon Benson"'
Publikováno v:
International Journal of Maritime Engineering. 164:185-206
The engineering modelling of ship hull girder strength usually consists of global and local levels. The Smith-type progressive collapse method is a typical example of this kind, in which the global model requires input from the local model with the u
Autor:
Michelle Tan, Nicole Zacher, Rae French, Marija Borosak, Samantha Lennard, Annette Le Viellez, Simon Benson, James Daly
Publikováno v:
Internal Medicine Journal. 52:2165-2171
Magrolimab (Hu5F9-G4) is a first-in-class anti-CD47 IgG4 monoclonal antibody, with potential applications in several malignancies including myelodysplastic syndrome. CD47 blockade in malignancy has been shown to promote antitumour effects. However, t
Publikováno v:
2023 9th International Conference on Automation, Robotics and Applications (ICARA).
Publikováno v:
Ships and Offshore Structures. 16:122-139
An adaptable algorithm is proposed in this study, which can predict the complete load-shortening curve of a stiffened panel subjected to uniaxial longitudinal compression. The algorithm provides an extension to existing empirical formulae initially d
This study proposes a simplified empirical formulation to predict the ultimate strength of the initially deflected plate subjected to longitudinal compression. The empirical formulation's applicability and accuracy were verified by comparing the nonl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3b42299eeb459bfe0fecc0e81d0e02d8
https://strathprints.strath.ac.uk/80238/1/Kim_etal_OE_2022_An_empirical_formula_to_assess_ultimate_strength_of_initially_deflected_plate_part_1.pdf
https://strathprints.strath.ac.uk/80238/1/Kim_etal_OE_2022_An_empirical_formula_to_assess_ultimate_strength_of_initially_deflected_plate_part_1.pdf
The simplified progressive collapse method is codified in the IACS Common Structural Rules (CSR) to calculate the ultimate strength of ship hull girders in longitudinal bending. Several benchmark studies have demonstrated the uncertainty of this meth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::eada1c4bcbda7fdcadf36a495b409f82
https://strathprints.strath.ac.uk/76184/1/Li_etal_RESS_2021_A_probabilistic_approach_to_assess_the_computational_uncertainty.pdf
https://strathprints.strath.ac.uk/76184/1/Li_etal_RESS_2021_A_probabilistic_approach_to_assess_the_computational_uncertainty.pdf
Publikováno v:
OCEANS 2021: San Diego – Porto.
Autor:
Shen Li, Simon Benson
Publikováno v:
Developments in Maritime Technology and Engineering ISBN: 9781003216582
An assessment is conducted in this paper for the effects of welding-induced residual stress on the elastoplastic buckling collapse behaviour of stiffened panels subjected to in-plane compression. A series of nonlinear finite element analyses are comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::764224952e2977592309865e8e7104be
https://strathprints.strath.ac.uk/78495/1/Li_Benson_DMTE_2021_The_effects_of_welding_induced_residual_stress_on_the_buckling_collapse_behaviours_of_stiffened_panels.pdf
https://strathprints.strath.ac.uk/78495/1/Li_Benson_DMTE_2021_The_effects_of_welding_induced_residual_stress_on_the_buckling_collapse_behaviours_of_stiffened_panels.pdf
Autor:
Simon Benson, Shen Li
Simplified progressive collapse method (Smith method) is codified in the Common Structural Rule (CSR) to calculate the ultimate bending capacity of ship hull girders. However, several benchmark studies have demonstrated a notable uncertainty in predi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::edf4179083de0ee750723e7479d02a78
https://doi.org/10.1201/9781003216582
https://doi.org/10.1201/9781003216582
Autor:
Shen Li, Simon Benson
Publikováno v:
Ships and Offshore Structures. 14:239-250
This paper investigates the use of shakedown limit state in the assessment of longitudinal strength of ship hull girders. This consideration is related to the fact that a structural system subjected to cyclic loadings may suffer from plastic collapse