Finite element investigation of the structural behaviour of deck slabs in composite bridges

    Research output: Contribution to journalArticle

    35 Citations (Scopus)

    Abstract

    This research studies the structural behaviour of bridge deck slabs under static patch loads in steel–concrete composite bridges and investigates compressive membrane action (CMA) in concrete bridge decks slabs, which governs the structural behaviour. A non-linear 3D finite element analysis models was developed using ABAQUS 6.5 software packages. Experimental data from one-span composite bridge structures are used to validate and calibrate the proposed FEM models. A series of parametric studies is conducted. The analysis results are discussed and conclusions on the behaviour of the bridge decks are presented.
    Original languageEnglish
    Pages (from-to)1762-1776
    Number of pages15
    JournalEngineering Structures
    Volume31
    Issue number8
    DOIs
    Publication statusPublished - Aug 2009

    ASJC Scopus subject areas

    • Civil and Structural Engineering

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