Hull Girder Ultimate Strength Analysis for Thin-Walled Steel Structures

The ultimate strength of the hull girder represents one of the key criteria in the design of large thin-walled steel structures such as ships and aircrafts. For large ship structures, the hull girder’s ultimate strength is expressed as the maximum internal vertical bending moment that the hull structure can absorb before collapse. In this paper, a progressive collapse analysis of the hull girder has been performed for several different variants of large steel thin-walled box girders, taken from the literature as benchmark cases, using the nonlinear finite element method (NLFEM), considering both material and geometrical nonlinearity. Results from the performed calculations were compared to the numerical results of other researchers published in the literature, as well as the results of our physical experiment. The influence of initial geometrical imperfection on the value of the ultimate bending moment achieved with NLFEM has been investigated.

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Publication Details

Journal
Journal of Marine Science and Engineering
Published
2025-11-29
DOI
https://doi.org/10.3390/jmse13122282
Citations
1
Primary Topic
Structural Integrity and Reliability Analysis
Type
article
Field-Weighted Citation Impact
0.71

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article

Hull Girder Ultimate Strength Analysis for Thin-Walled Steel Structures

Smiljko Rudan, Jerolim Andrić, Pero Prebeg, Mateja Tomičić
1 citations
Journal of Marine Science and Engineering
Structural Integrity and Reliability Analysis
0.71
article

Hull Girder Ultimate Strength Analysis for Thin-Walled Steel Structures

Smiljko Rudan, Jerolim Andrić, Pero Prebeg, Mateja Tomičić
article en
1 citations

Abstract

The ultimate strength of the hull girder represents one of the key criteria in the design of large thin-walled steel structures such as ships and aircrafts. For large ship structures, the hull girder’s ultimate strength is expressed as the maximum internal vertical bending moment that the hull structure can absorb before collapse. In this paper, a progressive collapse analysis of the hull girder has been performed for several different variants of large steel thin-walled box girders, taken from the literature as benchmark cases, using the nonlinear finite element method (NLFEM), considering both material and geometrical nonlinearity. Results from the performed calculations were compared to the numerical results of other researchers published in the literature, as well as the results of our physical experiment. The influence of initial geometrical imperfection on the value of the ultimate bending moment achieved with NLFEM has been investigated.

Journal of Marine Science and EngineeringVol. 13(12)
University of Zagreb (HR)
Sveučilište u Zagrebu, European Commission
Openalex Percentile: Top 24%
Structural Integrity and Reliability Analysis
0.71
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