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Aluminium Square Hollow Sections Under Cyclic Loading

Montuori, Rosario / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro / Pisciottano, Francesco / Todisco, Paolo

This study presents the results of a first experimental program on SHS aluminum box beams subjected to cyclic actions. Different cross-section made of 6060 aluminum alloy, subject to incremental cyclic three-point bending tests were analyzed. For the first time, the cyclic response of this type of elements was analyzed. In addition, a finite element model was developed to calibrate those parameters necessary to describe the complete material behavior considering the effect of damage on the element stiffness.

Finally, the FE model was validated through direct comparison with experimental test results, demonstrating an excellent degree of prediction.

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Aluminium Square Hollow Sections Under Cyclic Loading

Montuori, Rosario / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro / Pisciottano, Francesco / Todisco, Paolo

This study presents the results of a first experimental program on SHS aluminum box beams subjected to cyclic actions. Different cross-section made of 6060 aluminum alloy, subject to incremental cyclic three-point bending tests were analyzed. For the first time, the cyclic response of this type of elements was analyzed. In addition, a finite element model was developed to calibrate those parameters necessary to describe the complete material behavior considering the effect of damage on the element stiffness.

Finally, the FE model was validated through direct comparison with experimental test results, demonstrating an excellent degree of prediction.

Aluminium Square Hollow Sections Under Cyclic Loading

Montuori, Rosario / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro / Pisciottano, Francesco / Todisco, Paolo

This study presents the results of a first experimental program on SHS aluminum box beams subjected to cyclic actions. Different cross-section made of 6060 aluminum alloy, subject to incremental cyclic three-point bending tests were analyzed. For the first time, the cyclic response of this type of elements was analyzed. In addition, a finite element model was developed to calibrate those parameters necessary to describe the complete material behavior considering the effect of damage on the element stiffness.

Finally, the FE model was validated through direct comparison with experimental test results, demonstrating an excellent degree of prediction.

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Title:

Aluminium Square Hollow Sections Under Cyclic Loading

Additional title:

Lecture Notes in Civil Engineering

Contributors:

Mazzolani, Federico M. (editor) / Piluso, Vincenzo (editor) / Nastri, Elide (editor) / Formisano, Antonio (editor) / Montuori, Rosario (author) / Nastri, Elide (author) / Piluso, Vincenzo (author) / Pisapia, Alessandro (author) / Pisciottano, Francesco (author) / Todisco, Paolo (author)

Conference:

International Conference on the Behaviour of Steel Structures in Seismic Areas ; 2024 ; Salerno, Italy

Published in:

Proceedings of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas ; Chapter: 21 ; 234-243

Lecture Notes in Civil Engineering ; 519

Publication date:

2024-07-03

Size:

10 pages

ISBN:

978-3-031-62884-9 , 978-3-031-62883-2

ISSN:

2366-2565 , 2366-2557

DOI:

https://doi.org/10.1007/978-3-031-62884-9_21

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

Alluminum Alloy , Cyclic load , Square Hallow Section beams , three point bending test , FEM Engineering , Building Materials , Geotechnical Engineering & Applied Earth Sciences , Building Construction and Design

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