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    Long-term behaviour of plain and steel fibre reinforced concrete rings

    New search for: Nürnbergerová, T.
    New search for: Babál, B.

    Abstract The effects of long-term loading on plain (PLC) and steel fibre reinforced concrete (SFRC) rings under two-edge sustained load at five different levels were investigated. The results have led to the conclusion that a linear relationship between the initial and time-dependent deformations can be supposed. The intercept term of the regression straight line was found to be equal to the deformation caused by pure shrinkage. In spite of cracks appearing at higher loading levels the linearity was not distorted. The results indicate that an exponential function including one retardation time can be applied in practical computation of long-term deformations.

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    Long-term behaviour of plain and steel fibre reinforced concrete rings

    New search for: Nürnbergerová, T.
    New search for: Babál, B.

    Abstract The effects of long-term loading on plain (PLC) and steel fibre reinforced concrete (SFRC) rings under two-edge sustained load at five different levels were investigated. The results have led to the conclusion that a linear relationship between the initial and time-dependent deformations can be supposed. The intercept term of the regression straight line was found to be equal to the deformation caused by pure shrinkage. In spite of cracks appearing at higher loading levels the linearity was not distorted. The results indicate that an exponential function including one retardation time can be applied in practical computation of long-term deformations.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Long-term behaviour of plain and steel fibre reinforced concrete rings

    New search for: Nürnbergerová, T.
    New search for: Babál, B.

    Abstract The effects of long-term loading on plain (PLC) and steel fibre reinforced concrete (SFRC) rings under two-edge sustained load at five different levels were investigated. The results have led to the conclusion that a linear relationship between the initial and time-dependent deformations can be supposed. The intercept term of the regression straight line was found to be equal to the deformation caused by pure shrinkage. In spite of cracks appearing at higher loading levels the linearity was not distorted. The results indicate that an exponential function including one retardation time can be applied in practical computation of long-term deformations.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

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    Title:

    Long-term behaviour of plain and steel fibre reinforced concrete rings

    Contributors:

    Nürnbergerová, T. (author) / Babál, B. (author)

    Published in:

    Materials and Structures ; 25

    Publication date:

    1992

    ISSN:

    1359-5997

    DOI:

    https://doi.org/10.1007/BF02472257

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Keywords:

    Steel Fibre , Steel Fibre Reinforce Concrete , Sustained Load , Retardation Time , Vertical Deflection

    Classification:

    BKL:  56.45 Baustoffkunde / 51.30 Werkstoffprüfung, Werkstoffuntersuchung
    Local classification TIB:  275/6500 / 250/6500

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