2016
DOI: 10.1016/j.matdes.2016.07.029
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Strength prediction of self-pierce riveted joint in cross-tension and lap-shear

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Cited by 62 publications
(31 citation statements)
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“…Although the relationship between different strengths of an SPR joint varies with different joint stacks, the values stated by these authors are reasonable. Recently, Haque and Durandet [141] also carried out a similar study and their predicted cross-tension and lap shear strength of SPR joints could match the tested strength reasonably.…”
Section: Spr Joint Strength Estimationmentioning
confidence: 80%
“…Although the relationship between different strengths of an SPR joint varies with different joint stacks, the values stated by these authors are reasonable. Recently, Haque and Durandet [141] also carried out a similar study and their predicted cross-tension and lap shear strength of SPR joints could match the tested strength reasonably.…”
Section: Spr Joint Strength Estimationmentioning
confidence: 80%
“…12, the averaged cross-tension strength of three joints was measured as 2.52 kN, and the cross-tension strength obtained from FE model simulation is 2.69 kN, while the predicted strength value of SPR-C joint obtained from the XGBoost regression model is 2.71 kN, and a prediction error of 7.6% is observed between experimental and predicted strengths, which indicates that the established XGBoost regression model can effectively predict the cross-tension strength of SPR joints. Haque et.al [9] proposed an empirical model on the basis of characteristic force-displacement curves during SPR process, in which two critical empirical parameters depending on hardness and length of rivet were involved. Although a prediction error smaller than 8% was achieved for the cross-tension strength of SPR joint, the empirical model by Haque et.al [9] relied heavily on the selection of empirical parameters and a considerable number of experimental data.…”
Section: Validation Of the Prediction Modelmentioning
confidence: 99%
“…Nine different cases consisting of aluminium and steel materials with various thicknesses and strength grades were examined to validate the model. Later, an empirical equation without using cross-sectional dimensions of SPR joints was established by Haque et al [9]. The empirical equation can achieve the prediction of cross-sectional dimensions and lap-shear strengths directly based on the force-displacement curve of SPR process, and the predicted strengths of SPR joints matched the experimental strengths reasonably.…”
Section: Introductionmentioning
confidence: 99%
“…SPR joints have superior static and fatigue properties, while clinched joints also present favorable fatigue performance [12]. Higher strength is always observed in lap-shear testing compared with crosstension testing [13]. As part of structural crashworthiness, dynamic tests are needed to study the dynamic behaviors of joints.…”
Section: Introductionmentioning
confidence: 99%