Design of an Overhead Crane in Steel, Aluminium and Composite Material Using the Prestress Method

The present research describes a design of an overhead crane using different materials with a prestress method, which corresponds to an external compression force with the aim of reducing the displacement of the beam due to the external load. This study concerns a bridge crane with a span length of 10 m, with a payload equal to 20,000 N and an estimated fatigue life of 50,000 cycles. Three different materials are studied: steel S355JR, aluminium alloy 6061-T6 and carbon fibre-reinforced polymer (CFRP). These materials are analysed with and without the contribution of the prestress method. In reference to the prestressed steel solution (which has a weight equal to 79% of the non-prestressed configuration), this study designed an aluminium solution that is 50.7% of the weight of the steel one and a composite solution that is always 20.3% of the steel configuration. In combining the methods, i.e., the materials and prestress, compared to the non-prestressed steel solution with a weight evaluated to be 758 kg, the weight of the aluminium configuration is equal to 40% of the traditional one, and the composite value is reduced to 16%, with a weight of 121 kg.

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Publication Details

Journal
Journal of Composites Science
Published
2024-09-23
DOI
https://doi.org/10.3390/jcs8090380
Citations
3
Primary Topic
Engineering Structural Analysis Methods
Type
article
Field-Weighted Citation Impact
0.64
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article

Design of an Overhead Crane in Steel, Aluminium and Composite Material Using the Prestress Method

Luigi Solazzi, Ivan Tomasi
3 citations
Journal of Composites Science
Engineering Structural Analysis Methods
0.64
article

Design of an Overhead Crane in Steel, Aluminium and Composite Material Using the Prestress Method

Luigi Solazzi, Ivan Tomasi
article en
3 citations

Abstract

The present research describes a design of an overhead crane using different materials with a prestress method, which corresponds to an external compression force with the aim of reducing the displacement of the beam due to the external load. This study concerns a bridge crane with a span length of 10 m, with a payload equal to 20,000 N and an estimated fatigue life of 50,000 cycles. Three different materials are studied: steel S355JR, aluminium alloy 6061-T6 and carbon fibre-reinforced polymer (CFRP). These materials are analysed with and without the contribution of the prestress method. In reference to the prestressed steel solution (which has a weight equal to 79% of the non-prestressed configuration), this study designed an aluminium solution that is 50.7% of the weight of the steel one and a composite solution that is always 20.3% of the steel configuration. In combining the methods, i.e., the materials and prestress, compared to the non-prestressed steel solution with a weight evaluated to be 758 kg, the weight of the aluminium configuration is equal to 40% of the traditional one, and the composite value is reduced to 16%, with a weight of 121 kg.

Journal of Composites ScienceVol. 8(9)
University of Brescia (IT)
Openalex Percentile: Top 36%
Engineering Structural Analysis Methods
0.64
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