南京理工大学学报(自然科学版)
南京理工大學學報(自然科學版)
남경리공대학학보(자연과학판)
JOURNAL OF NANJING UNIVERSITY OF SCIENCE AND TECHNOLOGY
2009年
6期
723-727
,共5页
流固耦合%振动%离岸结构物%钻探平台%涡流%有限应变
流固耦閤%振動%離岸結構物%鑽探平檯%渦流%有限應變
류고우합%진동%리안결구물%찬탐평태%와류%유한응변
fluid-solid coupling%vibration%offshore structures%drilling platforms%vortex shedding%finite strain
为研究张力腿平台的动力响应问题,基于Hamilton原理,根据克希霍夫假设以及拉格朗日函数,得到张力腿海洋平台空间运动的运动方程和边界条件,运用有限差分法对运动方程和边界条件进行离散,最终采用吉尔法求解微分方程组.采用半经验Morison公式模拟流体力的作用,在不同水流流速作用和涡旋脱落载荷共同作用下,比较了横向有限应变对空间涡激振动响应的影响.计算结果表明:当涡旋脱落频率接近结构的固有频率时,横向有限应变对涡旋脱落载荷作用方向的横向位移响应将产生较明显的影响,可产生超过30%的偏差.然而,即使在涡旋脱落频率不靠近结构的固有频率时,横向有限应变对水流作用方向的横向位移响应和轴向位移响应都有很大的影响,可产生100%以上的偏差.
為研究張力腿平檯的動力響應問題,基于Hamilton原理,根據剋希霍伕假設以及拉格朗日函數,得到張力腿海洋平檯空間運動的運動方程和邊界條件,運用有限差分法對運動方程和邊界條件進行離散,最終採用吉爾法求解微分方程組.採用半經驗Morison公式模擬流體力的作用,在不同水流流速作用和渦鏇脫落載荷共同作用下,比較瞭橫嚮有限應變對空間渦激振動響應的影響.計算結果錶明:噹渦鏇脫落頻率接近結構的固有頻率時,橫嚮有限應變對渦鏇脫落載荷作用方嚮的橫嚮位移響應將產生較明顯的影響,可產生超過30%的偏差.然而,即使在渦鏇脫落頻率不靠近結構的固有頻率時,橫嚮有限應變對水流作用方嚮的橫嚮位移響應和軸嚮位移響應都有很大的影響,可產生100%以上的偏差.
위연구장력퇴평태적동력향응문제,기우Hamilton원리,근거극희곽부가설이급랍격랑일함수,득도장력퇴해양평태공간운동적운동방정화변계조건,운용유한차분법대운동방정화변계조건진행리산,최종채용길이법구해미분방정조.채용반경험Morison공식모의류체력적작용,재불동수류류속작용화와선탈락재하공동작용하,비교료횡향유한응변대공간와격진동향응적영향.계산결과표명:당와선탈락빈솔접근결구적고유빈솔시,횡향유한응변대와선탈락재하작용방향적횡향위이향응장산생교명현적영향,가산생초과30%적편차.연이,즉사재와선탈락빈솔불고근결구적고유빈솔시,횡향유한응변대수류작용방향적횡향위이향응화축향위이향응도유흔대적영향,가산생100%이상적편차.
In order to research the dynamic response of the tension leg platform, the equations of motion and boundary conditions of the tension leg platform in three dimensions are derived from the Hamilton's principle, the Kirchhoff's hypothesis and the Lagrange functions. The motion equations and the boundary conditions are discretized in time and space by using the finite difference method. The differential equations are solved numerically by the Gear's method. The semi-empirical Morison equation is applied to the fluid force simulation. The influence of the transverse finite strains on the spatial vortex induced vibration is compared under the interaction of variable current velocity water flow and vortex-shedding load. The calculation result shows: when the vortex-shedding load frequency approaches the natural frequency of the platform, the transverse finite strains influence the transverse displacement response obviously, and the deviation is more than 30%. The transverse finite strains influence the transverse and vertical displacement response greatly, and the deviation is more than 100%, even when the vortex-shedding load frequency is rather away from the natural frequency of the platform.