Effect of Local Model Dynamics on Flexible Riser Tensile Armor Wire Stress Predictions

Gabriel Rombado, K. Doynov, N. Cooke, A. Majed
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Abstract

Accurate time-consistent computation of tensile armor wire stresses remains a major challenge in flexible riser fatigue life predictions and integrity management. Accuracy requires capturing the kinematics of the flexible’s helically contra-wound tensile armor layers and their interaction with the other metallic and thermo-plastic layers in a dynamic simulation. It is generally accepted that high fidelity 3D Finite Element Models (FEMs) can best capture the complex kinematics and produce accurate stresses. The local model is typically constructed of few “pitch lengths” of the 3D FEM. Local analysis involves enforcing tension and nodal rotation time-histories on the local model and extracting wire stresses at critical fatigue locations along risers. While local analysis involving a few bending cycles can be executed on modern multi-core computers, static simulations typically require computation times of 24–48 hours for a single cycle and do not capture the effect of dynamics of the local model. With this computational constraint, 1-hr long irregular wave fatigue simulations with 3D FEM local model become computationally infeasible. The nonlinear dynamic substructuring (NDS) approach has been utilized in the past to overcome this computation challenge. Reduced order models are numerical methods for efficiently solving high fidelity FEM. NDS utilizes reduced-order models and numerical algorithms to significantly decrease the computation time associated with the irregular wave fatigue simulations of the high fidelity flexible FEM. Because NDS is a simulation-based approach, effects such as local model tension stiffening and inertial resistance to the global rotation inputs are fully captured and the impact on wire stresses can be discerned. A 14” inner diameter (ID) flexible riser with a four-tensile armor layer configuration is modeled and simulated using the NDS approach. The 5m long local model is first driven at different “speeds” of harmonic (regular wave) rotation inputs to illustrate inertial effects. For the faster input, the impact of local model inertia on wire stresses is immediately apparent by the increase in wire stresses and change in the shape of the wire stress hysteresis curve. Next, the local model is simulated to irregular wave inputs. It is again shown that the inclusion of local model inertia increases wire stresses and modifies the shape of the wire stress hysteresis.
局部模型动力学对柔性隔水管拉伸装甲钢丝应力预测的影响
在柔性隔水管的疲劳寿命预测和完整性管理中,准确计算抗拉护套钢丝应力的时间一致性仍然是一个主要挑战。准确性要求在动态模拟中捕获柔性体螺旋反缠绕拉伸装甲层的运动学及其与其他金属层和热塑性层的相互作用。高保真度的三维有限元模型(fem)可以最好地捕捉复杂的运动和产生精确的应力。局部模型通常由三维有限元的几个“节长”组成。局部分析包括在局部模型上施加张力和节点旋转时程,提取隔水管临界疲劳位置的钢丝应力。虽然在现代多核计算机上可以执行涉及几个弯曲循环的局部分析,但静态模拟通常需要24-48小时的单周期计算时间,并且不能捕获局部模型的动态影响。在这种计算约束下,用三维有限元局部模型进行1小时长不规则波疲劳模拟在计算上变得不可行。非线性动态子结构(NDS)方法已被用于克服这一计算难题。降阶模型是有效求解高保真有限元的数值方法。NDS利用降阶模型和数值算法,大大减少了高保真柔性有限元法不规则波疲劳模拟的计算时间。由于NDS是一种基于仿真的方法,因此可以完全捕获局部模型张力强化和对全局旋转输入的惯性阻力等影响,并可以识别对导线应力的影响。采用NDS方法对内径为14英寸(ID)的柔性立管进行了建模和仿真。5m长的局部模型首先以谐波(规则波)旋转输入的不同“速度”驱动,以说明惯性效应。当输入速度较快时,局部模型惯性对线材应力的影响通过线材应力的增加和线材应力滞回曲线形状的变化立即显现出来。其次,将局部模型模拟到不规则波输入。结果再次表明,局部模型惯性的加入增加了线材应力,改变了线材应力滞回的形状。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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