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Model-based force and state estimation in experimental ice-induced vibrations by means of Kalman filtering

机译:基于卡尔曼滤波的实验冰致振动中基于模型的力和状态估计

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Bottom-founded structures deployed in ice-choked waters may experience severe ice-induced vibrations. A direct monitoring of the level-ice forces requires installation and use of load panels. This is often cumbersome and costly. Indirect measurements interpreted by inverse techniques are therefore favourable since sensors for response measurements are easier to install, less expensive and provide information as to the structural motion. In this paper, the level-ice forces exerted on a scale model of a compliant bottom-founded structure are identified from non-collocated strain and acceleration measurements by means of a joint input-state estimation algorithm. The algorithm allows for uncertainty in the model equations, can be applied to full-scale structures and reconstructs forces without any prior assumptions on their dynamic evolution. The identification is performed employing two different finite element models. One is entirely based on the blueprints of the structure. The other is tuned to reproduce the measured first natural frequency more accurately. Results are presented for two different excitation scenarios characterized by the ice failure process and ice velocity. These scenarios are known as the intermittent crushing and the continuous brittle crushing regimes. The accuracy of the identified forces is assessed by comparing them with those obtained by a frequency domain deconvolution, on the basis of experimentally obtained frequency response functions. The results show successful identification of the level-ice forces for both the intermittent and continuous brittle crushing regimes even when significant modelling errors are present. The response (displacements) identified in conjunction with the forces is also compared to those measured during the experiment. Here the estimated response is found to be sensitive to the modelling errors in the blueprint model. Simple tuning of the model, however, enables high accuracy response estimation.
机译:部署在冰cho水域中的底部发现的结构可能会遭受严重的冰激振动。直接监测水平冰力需要安装和使用负载面板。这通常是麻烦且昂贵的。因此,由逆技术解释的间接测量是有利的,因为用于响应测量的传感器更容易安装,更便宜并且提供有关结构运动的信息。在本文中,通过联合输入状态估计算法,根据非共置应变和加速度测量值,确定了顺应性底部基础结构的比例模型上施加的水平冰力。该算法允许模型方程式具有不确定性,可以应用于全尺寸结构并重建力,而无需对其动力学演化进行任何事先假设。使用两个不同的有限元模型进行识别。一种完全基于结构的蓝图。另一个被调谐以更精确地再现所测量的第一固有频率。给出了两种不同激发情景的结果,这些情景以冰破坏过程和冰速度为特征。这些情况称为间歇破碎和连续脆性破碎状态。在实验获得的频率响应函数的基础上,通过将识别出的力与通过频域反卷积获得的力进行比较,来评估其准确性。结果表明,即使存在明显的建模误差,也可以成功识别间歇性和连续性脆性破碎状态的水平冰力。还将与力相关的响应(位移)与实验过程中测得的响应进行比较。在这里发现估计的响应对蓝图模型中的建模错误敏感。然而,对模型的简单调整可以实现高精度的响应估计。

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