2005, Volume 7, Issue 1
Strategic Study of CAE >> 2005, Volume 7, Issue 1
Numerical Simulation of Static Behavior of the Single Anchor Cable
1. The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China
2. The Second Institute of Oceanography, State Oceanic Administration, Hangzhou 310012, China
Next Previous
Abstract
The piecewise extrapolating method is applied to study the single anchor cable in this paper. The results are compared with the analytical results and the agreement is good. The polynomials are used to approximate the functional relations between the loads of the anchor cable and the displacement at the top of anchor cable, the water depth, and the velocity of flow on the different conditions.
Keywords
piecewise extrapolating method ; single anchor cable ; displacement ; velocity of flow ; water depth
Figures
图1
图2
图3
图4
图5
图6
图7
图8
图9
References
[ 1 ] 陈徐军, 崔维成, 沈 庆.对称式布置锚链系统的线性化处理[J].海洋工程, 2002, 20 (1) :75～79 link1
[ 2 ] 潘 斌, 高 捷, 陈小红, 陈家鼎.浮标系泊系统静力计算[J].重庆交通学院学报, 1997, 16 (1) :68～73 link1
[ 3 ] 于定勇.水下锚泊系统计算[J].青岛海洋大学学报, 1995, (专辑) :100～105 link1
[ 4 ] 郝春玲, 滕 斌.不均匀可拉伸单锚链系统的静力分析[J].中国海洋平台, 2003, 18 (4) :18～21, 33 link1
[ 5 ] WilliamH .Press, NumericalRecipes[M ], CambridgeUniversityPress, 1986
[ 6 ] AbramowitzM , StegunIA .HandbookofMathematicalFunctionsWithFormulas, Graphs, andMathematicalTables[M ].WashingtonDC :GovernmentPrintingOffice, also, NewYork:DoverPublications, 1964
京公网安备 11010502051620号
