Proceedings of the 1st International Conference on Sustainable Engineering Development and Technological Innovation, ICSEDTI 2022, 11-13 October 2022, Tanjungpinang, Indonesia

Research Article

Strength Analysis of the Deck Crane Barge Using the Finite Element Method

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  • @INPROCEEDINGS{10.4108/eai.11-10-2022.2326425,
        author={Kharis  Abdullah and Sumardiono  Sumardiono and Hariyanto  Soeroso},
        title={Strength Analysis of the Deck Crane Barge Using the Finite Element Method},
        proceedings={Proceedings of the 1st International Conference on Sustainable Engineering Development and Technological Innovation, ICSEDTI 2022, 11-13 October 2022, Tanjungpinang, Indonesia},
        publisher={EAI},
        proceedings_a={ICSEDTI},
        year={2023},
        month={1},
        keywords={barge crane finite element method},
        doi={10.4108/eai.11-10-2022.2326425}
    }
    
  • Kharis Abdullah
    Sumardiono Sumardiono
    Hariyanto Soeroso
    Year: 2023
    Strength Analysis of the Deck Crane Barge Using the Finite Element Method
    ICSEDTI
    EAI
    DOI: 10.4108/eai.11-10-2022.2326425
Kharis Abdullah1,*, Sumardiono Sumardiono1, Hariyanto Soeroso1
  • 1: Department of Ship Building Engineering, Politeknik Perkapalan Negeri Surabaya, Surabaya, Indonesia
*Contact email: kharis.abdullah@ppns.ac.id

Abstract

Barge is one type of ship that is widely used to transport various cargoes. One type of barge is a deck crane barge, barges with shear leg cranes or full rotating cranes. In the construction design, it is necessary to calculate the strength to avoid construction failure. One of the methods used to construction calculations is the finite element method. The finite element method is one of the most widely used numerical methods for engineering calculations. In this study, the strength of the deck crane barge was calculated using the finite element method. SHELL181 and BEAM189 elements were used in this study to simplified the modelling. The results of modeling with the finite element method produce that the maximum stress occurs at the connection between the bulkhead girder and the transverse frame (bracket), at Node 625. The construction strength of the deck crane barge model with a crane capacity of 250 tons (model 1) below the permissible stress, the value is 151.01 MPa. And the stress of the deck crane barge with a crane capacity of 350 tons (model 2) is 190.92 MPa, the stress exceeds the permessible stress.