An investigation on deflection of post tension slab using full scale test

Translated title of the contribution: An investigation on deflection of post tension slab using full scale test

Amin Ghafooripour, Mohammad Hassan Ramesht, Sadjad Delkhah akbari

    Research output: Contribution to conferencePaper

    Abstract

    The results of full scale test to find the deflections for the post tension slabs with bonded and unbonded tendons have been investigated and the amount of deflection for the similar slabs with different post tensioning system have been compared. The results shows that bonded system ahs less deflection in compare with unbonded in the real building.
    Translated title of the contributionAn investigation on deflection of post tension slab using full scale test
    Original languageOther
    Pages1053
    Number of pages9
    Publication statusPublished - 9 Oct 2011
    Event3rd National Conference on Concrete - Tehran, Iran, Islamic Republic of
    Duration: 8 Oct 20119 Oct 2011

    Conference

    Conference3rd National Conference on Concrete
    CountryIran, Islamic Republic of
    CityTehran
    Period8/10/119/10/11

    Keywords

    • Post tension slab
    • bonded
    • unbonded
    • defelection

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  • Cite this

    Ghafooripour, A., Ramesht, M. H., & Delkhah akbari, S. (2011). An investigation on deflection of post tension slab using full scale test. 1053. Paper presented at 3rd National Conference on Concrete , Tehran, Iran, Islamic Republic of.