Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

    Acceptable Reinforcing Steel Splices for Blast Resistant Concrete Structures Designed in Accordance with TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions'

    New search for: J. W. Zehrt
    New search for: P. M. LaHoud

    TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions', provides the structural engineering criteria for the design of blast resistant concrete structures to meet the performance requirements specified in DOD 6055.9-STD, 'DOD Ammunition and Explosives. According to TM 5- 1300, mechanical reinforcing splices 'must be capable of developing the ultimate dynamic strength of the reinforcement without reducing its ductility'. This paper discusses the ability of existing mechanical splices to comply with TM 5-1300 and provides recommendations for revised guidance to supplement the existing criteria.

    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

    Acceptable Reinforcing Steel Splices for Blast Resistant Concrete Structures Designed in Accordance with TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions'

    New search for: J. W. Zehrt
    New search for: P. M. LaHoud

    TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions', provides the structural engineering criteria for the design of blast resistant concrete structures to meet the performance requirements specified in DOD 6055.9-STD, 'DOD Ammunition and Explosives. According to TM 5- 1300, mechanical reinforcing splices 'must be capable of developing the ultimate dynamic strength of the reinforcement without reducing its ductility'. This paper discusses the ability of existing mechanical splices to comply with TM 5-1300 and provides recommendations for revised guidance to supplement the existing criteria.

    Access

    Access via TIB
    Check availability in my library

    Acceptable Reinforcing Steel Splices for Blast Resistant Concrete Structures Designed in Accordance with TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions'

    New search for: J. W. Zehrt
    New search for: P. M. LaHoud

    TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions', provides the structural engineering criteria for the design of blast resistant concrete structures to meet the performance requirements specified in DOD 6055.9-STD, 'DOD Ammunition and Explosives. According to TM 5- 1300, mechanical reinforcing splices 'must be capable of developing the ultimate dynamic strength of the reinforcement without reducing its ductility'. This paper discusses the ability of existing mechanical splices to comply with TM 5-1300 and provides recommendations for revised guidance to supplement the existing criteria.

    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:

    Acceptable Reinforcing Steel Splices for Blast Resistant Concrete Structures Designed in Accordance with TM 5-1300, 'Structures to Resist the Effects of Accidental Explosions'

    Contributors:

    J. W. Zehrt (author) / P. M. LaHoud (author)

    Publication date:

    1994

    Size:

    9 pages

    Type of media:

    Report

    Type of material:

    No indication

    Language:

    English

    Keywords:

    Detonations, Explosion Effects, & Ballistics , Explosions , Reinforcing materials , Blast resistant shelters , Steel , Strength(General) , Accidents , Ductility , Blast , Splices , Concrete , Performance(Engineering) , Mechanical properties , Ammunition

    Similar titles

    Development of Design Criteria for Reinforcing Steel Splices in Blast-Resistant Concrete Structures

    Zehrt, W. / LaHoud, P. / American Concrete Institute; Committee 370 Short Duration Dynamic and Vibratory Load Effects | British Library Conference Proceedings | 1998

    Structures to resist the effects of accidental explosions

    TIBKAT | 1969

    Revision of Army Technical Manual 5-1300/NAVFAC P-397/AFR 88-22, "Structures to Resist the Effects of Accidental Explosions"

    Zehrt, W. H. / Acosta, P. F. / American Society of Civil Engineers et al. | British Library Conference Proceedings | 2005

    Changes to Technical Manual 5-1300 Governing Shear Reinforcing Requirements for Blast Resistant Concrete Reinforced Structures

    B. L. Ross / J. W. Zehrt | NTIS | 1990

    Summary of the New Reinforced Concrete Blast Design Provisions in UFC 3-340-02, ``Structures to Resist the Effects of Accidental Explosions''

    Zehrt, W.H. / Acosta, P.F. / American Concrete Institute | British Library Conference Proceedings | 2010

    Back to top