A simplified analytical method for predictions of ship deckhouse collision loads on steel bridge girders

ABSTRACT

Bridges across busy navigation channels are under the threat of accidental ship collisions. Many research works have been conducted to investigate the structural responses during ship bow-bridge pier collisions. However, the collisions between the ship deckhouse and the bridge girder have not been well studied. In this paper, a container ship deckhouse impact with a floating bridge girder is investigated. The impact demand and the structural deformation during the deckhouse-girder collision are numerically obtained. Based on the deformation mechanism observed from the simulation, a simplified analytical method is proposed for the fast prediction of the impact force and energy dissipation. The impact resistance and energy dissipation calculated by the simplified analytical method are validated against the numerical results for various collision scenarios. Results show the proposed method can accurately and efficiently estimate the impact demand of deckhouse-girder collisions.

KEYWORDS:

• Analytical approach
• deckhouse collision
• bridge girder

Acknowledgements

Dr Martin Storheim is greatly acknowledged for providing the numerical model of the ship deckhouse. The support by the Norwegian Public Roads Administration and in parts by the Research Council of Norway through the Centres of Excellence funding scheme is gratefully acknowledged by the authors.

Disclosure statement

No potential conflict of interest was reported by the authors.

ORCID

Yanyan Sha http://orcid.org/0000-0002-1880-1549

Jørgen Amdahl http://orcid.org/0000-0002-3668-9896

Additional information

Funding

This work was supported by the Norwegian Public Roads Administration [project number 328002] and in parts by the Research Council of Norway through the Centres of Excellence funding scheme, project AMOS [project number 223254].