TY - JOUR
T1 - Structural analysis of a swinging fairground attraction using a novel implementation of reduced order modeling in multibody dynamics
AU - Blaauw, J. B.
AU - Schilder, J. P.
N1 - Publisher Copyright:
© 2021 The Authors
PY - 2022/2/15
Y1 - 2022/2/15
N2 - This research presents a novel method to determine transient stresses in a fairground attraction by combining the strengths of Ansys’ finite element models, model order reduction and Simscape Multibody. Currently, most fairground attractions are designed using quasi-static structural analyses. This study shows that this commonly used method can overestimate the stresses greatly in highly dynamic structures. Also, dynamic effects like vibrations within the structure are not considered, possibly resulting in underestimates of the stresses. This method is therefore sub-optimal to assess the safety of structures like fairground attractions. On the other hand, full transient structural analyses are computationally expensive to run. The method outlined in this paper obtains a similar accuracy compared to a full transient study, but by using only a fraction of the computational time. This also enables the model to be used in real time applications of determining the dynamic behavior of structures. Furthermore, as this model is built up within Simulink, the powerful tools within the electrical and control domain provided by Simulink are easy to apply on this structural model. A fairground attraction is used as a practical scenario to apply this method on. The paper concludes by extensively comparing the results of the new method with the quasi-static structural analysis, full transient structural analysis, noting the benefits and shortcomings for each method on different structures. Also, a comparison with real-live obtained data will be made.
AB - This research presents a novel method to determine transient stresses in a fairground attraction by combining the strengths of Ansys’ finite element models, model order reduction and Simscape Multibody. Currently, most fairground attractions are designed using quasi-static structural analyses. This study shows that this commonly used method can overestimate the stresses greatly in highly dynamic structures. Also, dynamic effects like vibrations within the structure are not considered, possibly resulting in underestimates of the stresses. This method is therefore sub-optimal to assess the safety of structures like fairground attractions. On the other hand, full transient structural analyses are computationally expensive to run. The method outlined in this paper obtains a similar accuracy compared to a full transient study, but by using only a fraction of the computational time. This also enables the model to be used in real time applications of determining the dynamic behavior of structures. Furthermore, as this model is built up within Simulink, the powerful tools within the electrical and control domain provided by Simulink are easy to apply on this structural model. A fairground attraction is used as a practical scenario to apply this method on. The paper concludes by extensively comparing the results of the new method with the quasi-static structural analysis, full transient structural analysis, noting the benefits and shortcomings for each method on different structures. Also, a comparison with real-live obtained data will be made.
KW - Fairground attraction
KW - Finite-element import method
KW - Flexible multibody dynamics
KW - Model order reduction
KW - Simscape Multibody
KW - Structural analysis
KW - UT-Hybrid-D
UR - http://www.scopus.com/inward/record.url?scp=85122533869&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2021.113742
DO - 10.1016/j.engstruct.2021.113742
M3 - Article
AN - SCOPUS:85122533869
SN - 0141-0296
VL - 253
JO - Engineering Structures
JF - Engineering Structures
M1 - 113742
ER -