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An investigation into the moving load problem for the lifting boom of a ship unloader

•The lifting boom can be taken as representative element for dynamic analyses.•During loading/unloading cycles the structural elements of a ship unloader are subject to alternating stresses.•The moving load problem is analysed in terms of stresses rather than displacements.•Interaction between the m...

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Bibliographic Details
Published in:Engineering structures 2021-05, Vol.234, p.111899, Article 111899
Main Authors: Milana, G., Banisoleiman, K., González, A.
Format: Article
Language:English
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Summary:•The lifting boom can be taken as representative element for dynamic analyses.•During loading/unloading cycles the structural elements of a ship unloader are subject to alternating stresses.•The moving load problem is analysed in terms of stresses rather than displacements.•Interaction between the moving system and the lifting boom depends on how the former has been modelled. While the moving load problem has received a lot of attention in the context of bridges traversed by road or rail vehicles, the same cannot be said about ship unloaders where research is limited and typically focused on displacements. In ship unloaders, the moving system is composed of a trolley, attached grab, and payload. The interaction between the moving system and the lifting boom on which the trolley travels can lead to high stresses. Given that the stress ranges and associated number of cycles experienced by a section of the lifting boom determine its fatigue life, these stresses must be assessed as accurately as possible. For this purpose, dynamic transient analysis of the effects of a payload-carrying trolley moving along the boom is carried out using an equivalent planar finite element model. Results show how bending stresses are affected by the inertial forces of the structure and the moving load, the ratio of the mass of the load to the mass of the boom, the flexibility of the moving system, and the payload mass and its swing angle.
ISSN:0141-0296
1873-7323
DOI:10.1016/j.engstruct.2021.111899