Ultimate strength analysis of longitudinal bending of hull girder based on image analysis

Author:

Xu Zhenhao

Abstract

Abstract In the traditional code, the allowable stress method is used to check the total longitudinal strength of hull girder, which has the characteristics of simple and quick calculation. However, this method is based on the assumption of elastic materials, and can not truly reflect the actual bearing capacity of the structure. Based on image analysis, a practical method for calculating the ultimate longitudinal strength of ship hull is studied. The average stress-strain relationship of the elements constituting the cross section of the hull girder under axial pressure is given, and the progressive collapse behavior of the hull girder in longitudinal bending is analyzed. Finally, the reliability analysis method for the ultimate strength of the hull girder in longitudinal bending is put forward, and a real ship example is given. The research results show that the proposed method is not only suitable for the safety assessment of ship structures in the conceptual design stage, but also meets the requirements of rapid prediction of real ship wave loads and structural strength reliability analysis.

Publisher

IOP Publishing

Subject

General Physics and Astronomy

Reference14 articles.

1. The Assessment of the Ultimate Hull Girder Strength of RO-RO Ship after Damages;Alie;IOP Conference Series Earth and Environmental Science,2018

2. Ultimate Strength Assessment of Hull Girder under Cyclic Bending Based on Smith’s Method;Cui;Journal of Ship Research,2018

3. INVESTIGATION ON THE SHIP HULL GIRDER STRENGTH WITH GROUNDING DAMAGE;Alie;Makara Journal of Technology,2018

4. Ultimate strength and failure characteristics research on steel box girders under cyclic-bending moments;Cui;Journal of Marine Science and Technology,2018

5. Progressive Collapse Analysis of an FPSO Vessel Hull Girder Under Vertical Bending Considering Different Corrosion Models;Nouri;Journal of Marine Science and Application,2020

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