Numerical Analysis of Double Riveted Lap Joints

In a previous work, the fatigue behaviour of different hot riveted joints under fatigue loadings were experimentally calculated. In particular, the experimental data showed a Wöhler curve slope close to five against the slope of three proposed by Eurocode 3. However, two series of shear splice rivet...

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Main Author: Paolo Livieri
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Lubricants
Subjects:
Online Access:https://www.mdpi.com/2075-4442/11/9/396
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author Paolo Livieri
author_facet Paolo Livieri
author_sort Paolo Livieri
collection DOAJ
description In a previous work, the fatigue behaviour of different hot riveted joints under fatigue loadings were experimentally calculated. In particular, the experimental data showed a Wöhler curve slope close to five against the slope of three proposed by Eurocode 3. However, two series of shear splice riveted joints showed, at two million cycles, a stress range very close to the value suggested by Eurocode for shear splices that use non-preloaded high-strength bolts. In order to clarify the fatigue behaviour of riveted joints at high- and medium-fatigue regimes, this paper presents a preliminary three-dimensional non-linear FE analysis of a double-riveted lap joint previously analysed experimentally. Different friction coefficients and rivet clamping stress have been taken Into account, as well as the elastoplastic behaviours of the main plate subjected to tensile loadings. The numerical analysis shows that the friction force tends to reduce the range of stresses at the net section during fatigue loadings, and the force distribution or the stress concentration on the rivets is always critical for the external rivet, which is also the case regarding the non-linear behaviour of the material.
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spelling doaj.art-2427513861b846dab39745b6d5f158d72023-11-19T11:39:55ZengMDPI AGLubricants2075-44422023-09-0111939610.3390/lubricants11090396Numerical Analysis of Double Riveted Lap JointsPaolo Livieri0Department of Engineering, University of Ferrara, Via Saragat 1, 44122 Ferrara, ItalyIn a previous work, the fatigue behaviour of different hot riveted joints under fatigue loadings were experimentally calculated. In particular, the experimental data showed a Wöhler curve slope close to five against the slope of three proposed by Eurocode 3. However, two series of shear splice riveted joints showed, at two million cycles, a stress range very close to the value suggested by Eurocode for shear splices that use non-preloaded high-strength bolts. In order to clarify the fatigue behaviour of riveted joints at high- and medium-fatigue regimes, this paper presents a preliminary three-dimensional non-linear FE analysis of a double-riveted lap joint previously analysed experimentally. Different friction coefficients and rivet clamping stress have been taken Into account, as well as the elastoplastic behaviours of the main plate subjected to tensile loadings. The numerical analysis shows that the friction force tends to reduce the range of stresses at the net section during fatigue loadings, and the force distribution or the stress concentration on the rivets is always critical for the external rivet, which is also the case regarding the non-linear behaviour of the material.https://www.mdpi.com/2075-4442/11/9/396bridgesfatigueriveted jointssteels
spellingShingle Paolo Livieri
Numerical Analysis of Double Riveted Lap Joints
Lubricants
bridges
fatigue
riveted joints
steels
title Numerical Analysis of Double Riveted Lap Joints
title_full Numerical Analysis of Double Riveted Lap Joints
title_fullStr Numerical Analysis of Double Riveted Lap Joints
title_full_unstemmed Numerical Analysis of Double Riveted Lap Joints
title_short Numerical Analysis of Double Riveted Lap Joints
title_sort numerical analysis of double riveted lap joints
topic bridges
fatigue
riveted joints
steels
url https://www.mdpi.com/2075-4442/11/9/396
work_keys_str_mv AT paololivieri numericalanalysisofdoublerivetedlapjoints