Computer Simulated Crack Propagation in Concrete Beams by Means of the Fictitious Crack Method and the Boundary Element Method

N. A. Harder

    Research output: Book/ReportBookResearch

    Original languageEnglish
    Place of PublicationAalborg
    PublisherAalborg Universitetsforlag
    Publication statusPublished - 1991
    SeriesR / Inst. for Bygningsteknik, Aalborg Universitetscenter
    NumberR9115
    ISSN0902-7513

    Keywords

    • Fracture Mechanics
    • Stress Softening Models
    • Size Effect
    • Concrete
    • Boundary Elements

    Cite this