Parametric finite element modeling and pose-dependent natural characteristics of a five-axis machine tool

Five-axis machine tools exhibit pose-dependent structural dynamics, but repeated full finite element reconstruction across the workspace is computationally inefficient. We developed a parametric finite element workflow in ANSYS APDL for a five-axis machine-tool analog specimen. The structure was divided into six modules; regular regions were sweep-meshed and irregular regions were represented with quadratic SOLID186 elements using nominal element sizes of 20, 10, and 5 mm. Bearing, ball screw-nut, and linear guideway-slider joints were represented by equivalent springs. Twelve screw-nut and guideway-slider stiffness parameters were calibrated with a genetic algorithm against the first six natural frequencies measured at one reference pose. Movable joint locations were updated from the X-, Y-, Z-, A-, and C-axis pose variables while the identified joint stiffness values were held constant. At the reference pose, the mean and maximum frequency discrepancies between the calibrated model and experiment were 3.29% and 8.78%, respectively. Workspace calculations predicted that the first natural frequency decreased as the beam center of gravity rose, whereas spindle-dominated local modes showed similar trends among working planes. Because calibration and model checking used the same reference-pose data and no multi-pose modal measurements were available, the reported workspace trends should be interpreted as model-based predictions rather than independently validated responses.

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Publication Details

Journal
PLoS ONE
Published
2026-10-05
DOI
https://doi.org/10.1371/journal.pone.0359727
Primary Topic
Mechanical Engineering Research and Applications
Type
article
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article

Parametric finite element modeling and pose-dependent natural characteristics of a five-axis machine tool

Jiahui Zhang, Ning Lü, Jiamin Zhang, Shuaiqi Chen
PLoS ONE
Mechanical Engineering Research and Applications
article

Parametric finite element modeling and pose-dependent natural characteristics of a five-axis machine tool

Jiahui Zhang, Ning Lü, Jiamin Zhang, Shuaiqi Chen
article en

Abstract

Five-axis machine tools exhibit pose-dependent structural dynamics, but repeated full finite element reconstruction across the workspace is computationally inefficient. We developed a parametric finite element workflow in ANSYS APDL for a five-axis machine-tool analog specimen. The structure was divided into six modules; regular regions were sweep-meshed and irregular regions were represented with quadratic SOLID186 elements using nominal element sizes of 20, 10, and 5 mm. Bearing, ball screw-nut, and linear guideway-slider joints were represented by equivalent springs. Twelve screw-nut and guideway-slider stiffness parameters were calibrated with a genetic algorithm against the first six natural frequencies measured at one reference pose. Movable joint locations were updated from the X-, Y-, Z-, A-, and C-axis pose variables while the identified joint stiffness values were held constant. At the reference pose, the mean and maximum frequency discrepancies between the calibrated model and experiment were 3.29% and 8.78%, respectively. Workspace calculations predicted that the first natural frequency decreased as the beam center of gravity rose, whereas spindle-dominated local modes showed similar trends among working planes. Because calibration and model checking used the same reference-pose data and no multi-pose modal measurements were available, the reported workspace trends should be interpreted as model-based predictions rather than independently validated responses.

PLoS ONEVol. 21(10)
Beijing Institute of Fashion Technology (CN), Yangzhou Polytechnic Institute (CN), Huazhong University of Science and Technology (CN)
Openalex Percentile: Top 21%
Mechanical Engineering Research and Applications
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Parametric finite element modeling and pose-dependent natural characteristics of a five-axis machine tool — Jiahui Zhang, Ning Lü, et al. · PLoS ONE (2026) | TGRS Research Map | TGRS