Numerical Prediction of the Fatigue Life of Complex Riveted Structures

In this study, a numerical prediction methodology used to evaluate the fatigue life of complex riveted aluminum alloy structures subjected to variable amplitude loads is presented. This methodology is based on the combination of experimental fatigue tests with the structural stresses approach to gen...

Full description

Bibliographic Details
Main Authors: Francis Corriveau, Alain Desrochers, Ahmed Maslouhi
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Engineering Proceedings
Subjects:
Online Access:https://www.mdpi.com/2673-4591/43/1/6
_version_ 1797381167083683840
author Francis Corriveau
Alain Desrochers
Ahmed Maslouhi
author_facet Francis Corriveau
Alain Desrochers
Ahmed Maslouhi
author_sort Francis Corriveau
collection DOAJ
description In this study, a numerical prediction methodology used to evaluate the fatigue life of complex riveted aluminum alloy structures subjected to variable amplitude loads is presented. This methodology is based on the combination of experimental fatigue tests with the structural stresses approach to generate S(N) curves. Single-riveted specimens (Al5052-H36) with different characteristics (rivet diameter, sheet thickness, assembly configuration) were first tested experimentally. Using a simplified finite element model (FEM) and a probabilistic model to compute the structural stress of these tested samples, fatigue curves for each type of failure encountered during testing (sheet metal and rivet) with a confidence interval were generated. Of the probabilistic models that were studied, the Stüssi model was the most effective to correlate the experimental results. The proposed methodology was then combined with Miner’s law to predict the fatigue life of complex riveted structures subjected to variable amplitude loading. Using the proposed methodology, satisfactory predictions of the fatigue life of multi-rivet specimens and a structural assembly from a recreational vehicle subjected to variable amplitude loads were obtained without the need to use a complex finite element model for the riveted joints. The methodology proposed in this paper is efficient and quick to use, can be used for various states of stress, and is well suited for structural or fatigue optimization problems.
first_indexed 2024-03-08T20:48:25Z
format Article
id doaj.art-16cb5ac1d0bd467a963c4b2560d5c299
institution Directory Open Access Journal
issn 2673-4591
language English
last_indexed 2024-03-08T20:48:25Z
publishDate 2023-09-01
publisher MDPI AG
record_format Article
series Engineering Proceedings
spelling doaj.art-16cb5ac1d0bd467a963c4b2560d5c2992023-12-22T14:06:19ZengMDPI AGEngineering Proceedings2673-45912023-09-01431610.3390/engproc2023043006Numerical Prediction of the Fatigue Life of Complex Riveted StructuresFrancis Corriveau0Alain Desrochers1Ahmed Maslouhi2Department of Mechanical Engineering, Université de Sherbrooke, Sherbrooke, QC J1K 2R1, CanadaDepartment of Mechanical Engineering, Université de Sherbrooke, Sherbrooke, QC J1K 2R1, CanadaDepartment of Mechanical Engineering, Université de Sherbrooke, Sherbrooke, QC J1K 2R1, CanadaIn this study, a numerical prediction methodology used to evaluate the fatigue life of complex riveted aluminum alloy structures subjected to variable amplitude loads is presented. This methodology is based on the combination of experimental fatigue tests with the structural stresses approach to generate S(N) curves. Single-riveted specimens (Al5052-H36) with different characteristics (rivet diameter, sheet thickness, assembly configuration) were first tested experimentally. Using a simplified finite element model (FEM) and a probabilistic model to compute the structural stress of these tested samples, fatigue curves for each type of failure encountered during testing (sheet metal and rivet) with a confidence interval were generated. Of the probabilistic models that were studied, the Stüssi model was the most effective to correlate the experimental results. The proposed methodology was then combined with Miner’s law to predict the fatigue life of complex riveted structures subjected to variable amplitude loading. Using the proposed methodology, satisfactory predictions of the fatigue life of multi-rivet specimens and a structural assembly from a recreational vehicle subjected to variable amplitude loads were obtained without the need to use a complex finite element model for the riveted joints. The methodology proposed in this paper is efficient and quick to use, can be used for various states of stress, and is well suited for structural or fatigue optimization problems.https://www.mdpi.com/2673-4591/43/1/6fatiguerivet lap jointstructural stressSN curvenumerical model
spellingShingle Francis Corriveau
Alain Desrochers
Ahmed Maslouhi
Numerical Prediction of the Fatigue Life of Complex Riveted Structures
Engineering Proceedings
fatigue
rivet lap joint
structural stress
SN curve
numerical model
title Numerical Prediction of the Fatigue Life of Complex Riveted Structures
title_full Numerical Prediction of the Fatigue Life of Complex Riveted Structures
title_fullStr Numerical Prediction of the Fatigue Life of Complex Riveted Structures
title_full_unstemmed Numerical Prediction of the Fatigue Life of Complex Riveted Structures
title_short Numerical Prediction of the Fatigue Life of Complex Riveted Structures
title_sort numerical prediction of the fatigue life of complex riveted structures
topic fatigue
rivet lap joint
structural stress
SN curve
numerical model
url https://www.mdpi.com/2673-4591/43/1/6
work_keys_str_mv AT franciscorriveau numericalpredictionofthefatiguelifeofcomplexrivetedstructures
AT alaindesrochers numericalpredictionofthefatiguelifeofcomplexrivetedstructures
AT ahmedmaslouhi numericalpredictionofthefatiguelifeofcomplexrivetedstructures