Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    High-Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior

    New search for: T. M. Ahlborn
    New search for: C. E. French
    New search for: C. K. Shield

    Two long-span high-strength composite prestressed bridge girders were constructed to investigate their structural behavior and the adequacy of American Association of State Highway and Transportation Officials (AASHTO) 1993 provisions for their design. The scope of this research included investigation of prestress losses, transfer length, cyclic load response and ultimate flexural strength.

    Access

    Access via TIB
    Check availability in my library

    Access

    Access via TIB
    Check availability in my library

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    High-Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior

    New search for: T. M. Ahlborn
    New search for: C. E. French
    New search for: C. K. Shield

    Two long-span high-strength composite prestressed bridge girders were constructed to investigate their structural behavior and the adequacy of American Association of State Highway and Transportation Officials (AASHTO) 1993 provisions for their design. The scope of this research included investigation of prestress losses, transfer length, cyclic load response and ultimate flexural strength.

    Access

    Access via TIB
    Check availability in my library

    High-Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior

    New search for: T. M. Ahlborn
    New search for: C. E. French
    New search for: C. K. Shield

    Two long-span high-strength composite prestressed bridge girders were constructed to investigate their structural behavior and the adequacy of American Association of State Highway and Transportation Officials (AASHTO) 1993 provisions for their design. The scope of this research included investigation of prestress losses, transfer length, cyclic load response and ultimate flexural strength.

    Access

    Access via TIB
    Check availability in my library

    Access

    Access via TIB
    Check availability in my library

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    High-Strength Concrete Prestressed Bridge Girders: Long Term and Flexural Behavior

    Contributors:

    T. M. Ahlborn (author) / C. E. French (author) / C. K. Shield (author)

    Publication date:

    2000

    Size:

    404 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Highway Engineering , Structural analysis , Prestressed concrete , Girders , Bridge design , Structural members , Cyclic loads , Flexural strength , Tests , Bridges(Structures) , Bridge girders , Prestress losses , Transfer length

    Similar titles

    Flexural Behavior of Unbonded Prestressed Concrete Bridge Girders

    Chenhao Tang / Gang Zhang / Chaojie Song et al. | DOAJ | 2021

    Free access

    Flexural behavior of slender long‐span precast prestressed high‐strength concrete girders

    Fernandes, Paulo / Cavaco, Eduardo / Maranha, Paulo et al. | Wiley | 2021

    Flexural design of prestressed high-strength concrete girders

    Choi, W. / Mertol, H.C. / Rizkalla, S. et al. | British Library Conference Proceedings | 2008

    Behavior of Two Long-Span High Strength Concrete Prestressed Bridge Girders

    Ahlborn, T. M. / Shield, C. K. / French, C. W. et al. | British Library Conference Proceedings | 1996

    Long term performance of high strength prestressed concrete girders

    Roller, J. J. / Martin, B. T. / Bruce, R. N. et al. | British Library Conference Proceedings | 1996

    Back to top