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Hysteretic damping of structures vibrating at resonance: An iterative complex eigensolution method based on damping-stress relation

机译:共振振动结构的滞回阻尼:基于阻尼应力关系的迭代复本征解方法

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In this paper the damping is examined as an engineering property used in analysis and design of structures and machines. The design engineer needs to know not only the stresses of his structure or machine, under steady state conditions but also the stresses under resonance conditions. Then the material damping, as a function of the stress of the structure, has an important role to play and ignoring the damping the calculated stresses are far from reality. The nonlinearity here is due to the dependence of the hysteretic damping on the stress of the structure. Specifically here two problems are investigated in the following way: Firstly the direct problem is solved. The direct problem is to find the maximum bending stress at the resonance when the relation of the dissipating energy (or of the hysteretic damping) vs. the bending stress is known in advance. To perform this calculation, a useful tool for the design engineer, the structure is modelled using the continuum mechanics analytical approach or the finite elements (FE) method. Then the eigenvalues are calculated and using an iterative procedure the real stress. The procedure presented here is called iterative complex eigensolution method (ICEM). Secondly the inverse problem is solved. The inverse problem is to find the relation between the hysteretic damping and the bending stress. For this purpose the logarithmic decrement is experimentally measured, the eigenvalues and the maximum bending stress of the structure, excited at the eigenvalue, when the damping is the same as the measured one, are computed using the finite elements method. Once the bending stresses are found in each discrete element of the structure, then the mathematical expression of the relation of the dissipating energy and the stresses can be specified by minimizing a suitably formed objective function.
机译:在本文中,阻尼被视为一种结构和机械的分析和设计的工程特性。设计工程师不仅需要知道稳态条件下其结构或机器的应力,还需要知道共振条件下的应力。然后,材料阻尼作为结构应力的函数就起着重要作用,而忽略阻尼是无法实现的。这里的非线性是由于磁滞阻尼对结构应力的依赖性所致。在这里,具体地,通过以下方式研究两个问题:首先,解决直接问题。直接的问题是,当预先知道耗散能量(或磁滞阻尼)与弯曲应力之间的关系时,在共振处找到最大弯曲应力。为了执行此计算,这是设计工程师的有用工具,使用连续力学分析方法或有限元(FE)方法对结构进行建模。然后计算特征值,并使用迭代程序计算真实应力。这里介绍的过程称为迭代复杂特征解法(ICEM)。其次,解决反问题。反问题是找到滞后阻尼与弯曲应力之间的关系。为此,通过对数减量进行实验测量,当结构的阻尼值与实测值相同时,以特征值激励的结构的特征值和最大弯曲应力将通过有限元法计算。一旦在结构的每个离散元素中都发现了弯曲应力,就可以通过最小化适当形成的目标函数来指定耗散能量与应力之间关系的数学表达式。

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