A three-dimensional nonlinear reduced-order predictive joint model

Mechanical joints can have significant effects on the dynamics of assembled structures. However, the lack of efficacious predictive dynamic models for joints hinders accurate prediction of their dynamic behavior. The goal of our workis to develop physics-based, reduced-order, finite element models t...

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Published inEarthquake Engineering and Engineering Vibration Vol. 2; no. 1; pp. 59 - 74
Main Author 宋亚新 C.J.Hartwigsen LawrenceA.Bergman AlexanderF.Vakakis
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Nature B.V 01.06.2003
Department of Aeronautical and Astronautical Engineering University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA%Sandia National Laboratories, Albuquerque, New Mexico, USA%Department of Mechanical and Industrial Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA
Division of Mechanics, National Technical University of Athens, GR-157 10 Zografos, Athens, Greece
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ISSN1671-3664
1993-503X
DOI10.1007/BF02857539

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Summary:Mechanical joints can have significant effects on the dynamics of assembled structures. However, the lack of efficacious predictive dynamic models for joints hinders accurate prediction of their dynamic behavior. The goal of our workis to develop physics-based, reduced-order, finite element models that are capable of replicating the effects of joints on vi-brating structures. The authors recently developed the so-called two-dimensional adjusted Iwan beam element (2-D AIBE)to simulate the hysteretic behavior of bolted joints in 2-D beam structures. In this paper, 2-D AIBE is extended to three-di-mensional cases by formulating a three-dimensional adjusted Iwan beam element (3-D AIBE). Impulsive loading experi-ments are applied to a jointed frame structure and a beam structure containing the same joint. The frame is subjected to ex-citation out of plane so that the joint is under rotation and single axis bending. By assuming that the rotation in the joint islinear elastic, the parame ters of the joint associated with bending in the frame are identified from acceleration responses ofthe jointed beam structure, using a multi-layer feed-forward neural network (MLFF). Numerical simulation is then per-formed on the frame structure using the identified parameters. The good agreement between the simulated and experiment alimpulsive acceleration responses of the frame structure validates the efficacy of the presented 3-D AIBE, and indicates thatthe model can potentially be applied to more complex structural systems with joint parameters identified from a relativelysimple structure.
Bibliography:TP183
TH131.3
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ISSN:1671-3664
1993-503X
DOI:10.1007/BF02857539