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An enhanced sparse regularization method for impact force identification

机译:一种改进的稀疏正则化冲击力识别方法

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摘要

The standard sparse regularization method based on l(1)-norm minimization for impact force identification has already proved to be an interesting alternative to the classical regularization method based on l(2)-norm minimization. However, choosing the l(1)-norm as a convex relaxation of the l(0)-norm, the corresponding sparse regularization model generally offers a sparse but underestimated solution. In this paper, considering the sparsity of impact force, an enhanced sparse regularization method based on reweighted l(1)-norm minimization is developed for reducing the peak force error and improving the identification accuracy of impact force. First, a weighted l(1)-norm convex optimization model is presented to overcome the ill-posed nature of the inverse problem of impact force identification. Second, to solve such a regularized model efficiently, an iteratively reweighted l(1)-norm minimization algorithm is introduced, where the weights are adaptively updated from the previous solution. The application of the iteratively reweighted scheme is to overcome the mismatch between l(1)-norm minimization and l(0)-norm minimization, while keeping the enhanced sparse regularization problem solvable and convex. Finally, numerical simulation and experimental verification including the single and double impact force identification on a plate structure are presented to illustrate the superior performance of the enhanced sparse regularization method compared to classical regularization approaches. Effects of reweighting iteration number, tuning parameters, initial conditions and response locations are successfully investigated in detail. Results demonstrate that compared with the standard l(1)-norm regularization method and the classical l(2)-norm regularization method, the enhanced sparse regularization method based on reweighted l(1)-norm minimization whose solution is much sparser, can greatly improve the identification accuracy of impact force. Moreover, the proposed method is much more robust to the choice of tuning parameters and noisy measurements. (C) 2019 Elsevier Ltd. All rights reserved.
机译:已经证明,基于l(1)-范数最小化的标准稀疏正则化方法可以替代基于l(2)-范数最小化的经典正则化方法。但是,选择l(1)-范数作为l(0)-范数的凸松弛,相应的稀疏正则化模型通常会提供一个稀疏但被低估的解决方案。鉴于冲击力的稀疏性,提出了一种基于重加权l(1)范数最小化的增强稀疏正则化方法,以减小峰值力误差,提高冲击力的识别精度。首先,提出了加权l(1)-范数凸优化模型,以克服冲击力识别反问题的不适定性。其次,为了有效地解决这种正则化模型,引入了迭代重新加权的l(1)-范数最小化算法,其中权重从先前的解决方案中自适应更新。迭代重加权方案的应用是要克服l(1)-范数最小化和l(0)-范数最小化之间的不匹配,同时保持增强的稀疏正则化问题可解决和凸出。最后,通过数值模拟和实验验证,包括对板结构的单次和两次冲击力识别,以说明改进的稀疏正则化方法与经典正则化方法相比的优越性能。成功地详细研究了重加权迭代次数,调整参数,初始条件和响应位置的影响。结果表明,与标准的l(1)-范数正则化方法和经典的l(2)-范数正则化方法相比,基于重加权的l(1)-范数极小化的增强型稀疏正则化方法可以解决的问题更加稀疏。提高了冲击力的识别精度。此外,所提出的方法对于调谐参数和噪声测量的选择更加健壮。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Mechanical systems and signal processing 》 |2019年第1期| 341-367| 共27页
  • 作者单位

    State Key Lab Mfg Syst Engn, Xian 710061, Shaanxi, Peoples R China|Xi An Jiao Tong Univ, Sch Mech Engn, Xian 710049, Shaanxi, Peoples R China;

    State Key Lab Mfg Syst Engn, Xian 710061, Shaanxi, Peoples R China|Xi An Jiao Tong Univ, Sch Mech Engn, Xian 710049, Shaanxi, Peoples R China;

    State Key Lab Mfg Syst Engn, Xian 710061, Shaanxi, Peoples R China|Xi An Jiao Tong Univ, Sch Mech Engn, Xian 710049, Shaanxi, Peoples R China;

    State Key Lab Mfg Syst Engn, Xian 710061, Shaanxi, Peoples R China|Xi An Jiao Tong Univ, Sch Mech Engn, Xian 710049, Shaanxi, Peoples R China;

    State Key Lab Mfg Syst Engn, Xian 710061, Shaanxi, Peoples R China|Xi An Jiao Tong Univ, Sch Mech Engn, Xian 710049, Shaanxi, Peoples R China;

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  • 正文语种 eng
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  • 关键词

    Impact force identification; Enhanced sparse regularization; Weighted l(1)-norm minimization; Iteratively reweighted algorithm;

    机译:冲击力识别;增强的稀疏正则化;加权l(1)-范数最小化;迭代加权算法;

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