Effects of upper pier design and geometry on the local scour of skirted caisson with two tandem piers DOI
Fang Qiu, Kai Wei,

Ke Tong

и другие.

Physics of Fluids, Год журнала: 2024, Номер 36(12)

Опубликована: Дек. 1, 2024

Local scour induced by strong currents has become one of the major challenges for sea-crossing bridges built convenience transportation across bays. To mitigate local bridge foundation, this study optimized design and geometry upper part skirted caisson proposed a new type foundation called with two tandem piers (SCTTP). Systematic experimental numerical investigations into influence parameters SCTTPs on protection were conducted, temporal development mechanism in investigated. The following conclusions can be drawn: (1) although SCTTP is slightly greater than that caisson, terrain more stable; (2) circular small, flat surfaces semicircular-ended square intensify scour; (3) at front back gradually becomes independent distance between piers, causing total to increase; (4) as width tie beam decreases, groove significant no groove, but depth little effect maximum groove. These findings provide insight optimization from scour.

Язык: Английский

Numerical prediction of vortex-induced vibrations of a long flexible cylinder with variable cross-sections DOI
Jian Tan, Chen An,

Shuai Cui

и другие.

International Journal of Mechanical Sciences, Год журнала: 2025, Номер unknown, С. 110176 - 110176

Опубликована: Март 1, 2025

Язык: Английский

Процитировано

0
Impact of variable cross-section on fluid-structure interaction properties in the cylindrical structures at subcritical Reynolds number DOI

Zhancheng He,

Kai Zhang, Guanyu Wang

и другие.

Ocean Engineering, Год журнала: 2024, Номер 312, С. 119126 - 119126

Опубликована: Сен. 3, 2024

Язык: Английский

Процитировано

3
Effects of upper pier design and geometry on the local scour of skirted caisson with two tandem piers DOI
Fang Qiu, Kai Wei,

Ke Tong

и другие.

Physics of Fluids, Год журнала: 2024, Номер 36(12)

Опубликована: Дек. 1, 2024

Local scour induced by strong currents has become one of the major challenges for sea-crossing bridges built convenience transportation across bays. To mitigate local bridge foundation, this study optimized design and geometry upper part skirted caisson proposed a new type foundation called with two tandem piers (SCTTP). Systematic experimental numerical investigations into influence parameters SCTTPs on protection were conducted, temporal development mechanism in investigated. The following conclusions can be drawn: (1) although SCTTP is slightly greater than that caisson, terrain more stable; (2) circular small, flat surfaces semicircular-ended square intensify scour; (3) at front back gradually becomes independent distance between piers, causing total to increase; (4) as width tie beam decreases, groove significant no groove, but depth little effect maximum groove. These findings provide insight optimization from scour.

Язык: Английский

Процитировано

0