基于锚杆承载力有限元分析的锚固轨迹预测方法

D. Qiao, Muren Bao, Jun Yan, Zhou Daocheng, Li Yugang
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引用次数: 4

摘要

随着海洋资源的开发向深水方向发展,船舶系泊系统的设计变得越来越重要。在安装过程中预测拖曳锚的嵌入轨迹,对拖曳锚的极限拉拔承载力计算和系泊系统设计具有重要意义。首先,假定锚杆的初始角度和埋深;其次,在每个增量步长中,拖曳锚沿平行于锚爪的方向穿透一个单位位移,得到具体的位置信息(水平、垂直、角度);第三,考虑拖曳锚杆与海底粘土的接触摩擦,采用二维和三维有限元模型计算拖曳锚杆在这一增量阶段的极限承载力。然后,根据反链线的力学平衡方程,得到新的具体位置信息。最后,当锚爪与海床之间的阻力角趋近于零为极限状态时,可以得到整个拖曳锚嵌入轨迹。本文建立了一种基于锚杆承载力有限元分析的锚杆嵌入轨迹预测方法,可为实际工程提供参考。
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A Method to Predict Embedded Trajectory Based on the Finite Element Analyses of Bearing Capacity of Drag Anchor
With the development of marine resources going to deeper water depth, the mooring system design becomes more important. Predicting the embedded trajectory of drag anchor during the installation process is very significant for calculating the ultimate pullout bearing capacity of drag anchor and the mooring system design. Firstly, the initial angle and embedded depth of drag anchor are assumed. Secondly, the drag anchor penetrates a unit displacement along the direction parallel to the anchor fluke at each incremental step, and the specific position information (horizontal, vertical, angle) could be obtained. Thirdly, the ultimate bearing capacity of drag anchor at this incremental step could be calculated using the two-dimensional and three-dimensional finite element model which considering the contact friction between the drag embedment anchor and seabed clay. And then, the new specific position information could be obtained according to the mechanical equilibrium equation of inverse catenary. Finally, the whole drag anchor embedded trajectory could be obtained when the drag angle between the anchor fluke and seabed tends to zero as a limit state. In this paper, a method of predicting embedded trajectory based on the finite element analyses of bearing capacity of drag anchor is established, which could be used as a reference for the practical engineering.
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