3D打印模型框架的模型更新与损伤检测

Onur Ozturkoglu, O. Ozcelik
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引用次数: 0

摘要

有限元建模是结构分析中最常用的方法之一。然而,由于建模假设的原因,在实验确定的解和有限元解之间存在一些差异。因此,初始有限元模型需要根据实验结果进行标定。由于地震、风、火、腐蚀、疲劳等影响,结构可能发生破坏。可靠的损伤检测对结构损伤后的利用具有重要意义。在本研究中,采用有限元方法对两层一层的框架进行了数值模拟,并利用该模型进行了模态分析。为了标定初始数值模型,对3D打印模型进行了振动台试验。利用固有振动频率和模态振型,在优化问题中通过改变弹性模量来校准3D打印模型的初始有限元模型。假设弹性模量为不确定参数。随后,对其中一层柱进行了控制损伤,并对损伤模型再次进行了振动台试验。最后利用同样的基于优化的模型更新技术,对引入的损伤进行检测。关键词:模型更新,损伤识别,有限元建模,3D打印模型。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Model Updating and Damage Detection of a 3D Printed Model Frame
Finite element modelling is the one of most commonly used method for structural analysis. However, there are some discrepancies between experimentally identified and finite element solutions due to modelling assumptions. Therefore, initial finite element model needs to be calibrated according to experimental results. Damage can occur in structures due to earthquake, wind, fire, corrosion, fatigue etc. effects. Reliable damage detection is important for the utilization of the structure after damaging events. In this study, two story-one bay frame is numerically modelled with using finite elements and modal analysis is performed using this model. For calibrating the initial numerical model, shake table tests are conducted on the 3D printed model. Using natural vibration frequencies and mode shapes, initial finite element model of the 3D printed model is calibrated by varying modulus of elasticity within an optimization problem. It is assumed that modulus of elasticity is the uncertain parameter. After that a controlled damage is introduced on one of the first story columns and shake table tests are again performed on the damaged model. Finally using the same optimization based model updating technique, the introduced damage is detected. Keywords— Model updating, damage identification, finite element modeling, 3D printed model.
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