An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results

This work describes a new testing system for applying a coupled/uncoupled bendingtorsion loading in vibratory tests by a tri-axis shaker. The system is composed of a cylindrical specimen with eccentric tip masses, excited by horizontal and/or vertical base accelerations. The specimen tip is constrai...

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Main Authors: Zanellati Davide, Benasciutti Denis, Tovo Roberto
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201816516006
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spelling doaj-279d30d322bd418088fbedbfee4ecdca2021-02-02T01:54:03ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011651600610.1051/matecconf/201816516006matecconf_fatigue2018_16006An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental resultsZanellati DavideBenasciutti DenisTovo RobertoThis work describes a new testing system for applying a coupled/uncoupled bendingtorsion loading in vibratory tests by a tri-axis shaker. The system is composed of a cylindrical specimen with eccentric tip masses, excited by horizontal and/or vertical base accelerations. The specimen tip is constrained by a lateral thin and flexible plate which impedes any bending when the specimen is excited horizontally, but which permits the specimen torsional rotation. This layout then allows torsional and bending deformations to be produced and controlled independently, when vertical and horizontal base accelerations are applied simultaneously. A finite element model is first used to estimate the system dynamic response and the stresses in the notched specimen section. The model is then validated through experimental tests under harmonic base accelerations. The strains at clamping system are also monitored to indirectly estimate the bending and torsion moment in the specimen. Comparison of numerical and experimental results showed a close correlation and proved that bending-torsion loading are truly uncoupled. Preliminary fatigue tests with harmonic bending loading (vertical base excitation) are finally compared to the constant amplitude S-N curve, showing a quite satisfactory agreement.https://doi.org/10.1051/matecconf/201816516006
collection DOAJ
language English
format Article
sources DOAJ
author Zanellati Davide
Benasciutti Denis
Tovo Roberto
spellingShingle Zanellati Davide
Benasciutti Denis
Tovo Roberto
An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
MATEC Web of Conferences
author_facet Zanellati Davide
Benasciutti Denis
Tovo Roberto
author_sort Zanellati Davide
title An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
title_short An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
title_full An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
title_fullStr An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
title_full_unstemmed An innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
title_sort innovative system for uncoupled bending/torsion tests by tri-axis shaker: numerical simulations and experimental results
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description This work describes a new testing system for applying a coupled/uncoupled bendingtorsion loading in vibratory tests by a tri-axis shaker. The system is composed of a cylindrical specimen with eccentric tip masses, excited by horizontal and/or vertical base accelerations. The specimen tip is constrained by a lateral thin and flexible plate which impedes any bending when the specimen is excited horizontally, but which permits the specimen torsional rotation. This layout then allows torsional and bending deformations to be produced and controlled independently, when vertical and horizontal base accelerations are applied simultaneously. A finite element model is first used to estimate the system dynamic response and the stresses in the notched specimen section. The model is then validated through experimental tests under harmonic base accelerations. The strains at clamping system are also monitored to indirectly estimate the bending and torsion moment in the specimen. Comparison of numerical and experimental results showed a close correlation and proved that bending-torsion loading are truly uncoupled. Preliminary fatigue tests with harmonic bending loading (vertical base excitation) are finally compared to the constant amplitude S-N curve, showing a quite satisfactory agreement.
url https://doi.org/10.1051/matecconf/201816516006
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