Some basic design methods for HSC Structural Members

Mogens Peter Nielsen, Cao Linh Hoang, Lars German Hagsten

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    Abstract

    Key-note paper.The paper deals with methods based on the theory of plasticity to be used in the design of reinforced concrete members of high strength concrete. Formulae for the bending capacity of beams subjected to pure bending are given. Methods for shear design of beams are described. Emphasis is put on the recently developed crack sliding model applicable to non-shear reinforced beams and lightly shear reinforced beams. The consequences of sliding in cracks on the strength of disk elements are also described. The methods described are compared with results of tests with high strength concrete elements. Good agreement has been found.Keywords: Plastic design methods, bending capacity, shear capacity, crack sliding, HSC beams, HSC disks.
    Original languageEnglish
    Title of host publicationProc. Int. Conf. HPHSC
    Place of PublicationPerth
    PublisherCURTIN University
    Publication date1998
    Pages141-167
    Publication statusPublished - 1998
    EventInternational Conference on High Performance High Strength Concrete (HPHSC) - Perth, Australia
    Duration: 10 Aug 199812 Aug 1998

    Conference

    ConferenceInternational Conference on High Performance High Strength Concrete (HPHSC)
    CountryAustralia
    CityPerth
    Period10/08/199812/08/1998

    Cite this

    Nielsen, M. P., Hoang, C. L., & Hagsten, L. G. (1998). Some basic design methods for HSC Structural Members. In Proc. Int. Conf. HPHSC (pp. 141-167). CURTIN University.