Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Zhenkui Wang"'
Publikováno v:
Frontiers in Marine Science, Vol 11 (2024)
Externí odkaz:
https://doaj.org/article/d6ac5ab003304f6296febef992c87d94
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 9, p 1628 (2024)
Anchor damage is one of the main risk factors for the safe operation of submarine cables. Additionally, due to a scour effect induced by seabed currents, submarine cables are prone to exposure or even suspension, increasing the risk of being dragged
Externí odkaz:
https://doaj.org/article/4a4fdbcb44f749e297a163665345eb3a
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The prediction and control of vortex-induced vibration (VIV) is one of the key problems for riser design. The effect of platform heave motion on VIV of deep sea top-tensioned riser (TTR) is presented by means of numerical simulation and experiment in
Externí odkaz:
https://doaj.org/article/4d5c6146a6064ee69ed28ea8d722f53b
Autor:
Zhenkui Wang, C. Guedes Soares
Publikováno v:
Journal of Marine Science and Engineering, Vol 10, Iss 6, p 757 (2022)
Buckle-initiation techniques, such as sleepers, are usually installed to trigger lateral buckling at pre-designated locations to release the axial compressive forces induced by thermal loading. Taking the nonlinear pipe–soil interaction model into
Externí odkaz:
https://doaj.org/article/3441a225e99a469fbb925551f6ddec53
Resistance mechanism of partially embedded pipelines considering the influence of temperature fields
Publikováno v:
Ocean Engineering. 281:114720
Publikováno v:
Marine Structures. 88:103343
Publikováno v:
SSRN Electronic Journal.
Autor:
Zhenkui Wang, C. Guedes Soares
Publikováno v:
Ocean Engineering. 261:111843
Publikováno v:
Marine Structures. 85:103245
Publikováno v:
Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences. 477
Motivated by applications of soft-contact problems such as guidewires used in medical and engineering applications, we consider a compressed rod deforming between two parallel elastic walls. Free elastica buckling modes other than the first are known