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    Assessment of Reinforced Concrete Slab Response to Contact Explosion Effects 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 004
    Author(s): Alok Dua; Abass Braimah
    Publisher: ASCE
    Abstract: This paper presents the results of an experimental investigation on the response of plain concrete (PC) and reinforced concrete (RC) slabs subjected to contact explosion effects of 500-g TNT. A finite element model was ...
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    Influence of Standoff Distance on the Response of RC Columns Subjected to Close-In Explosions 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 006:;page 04022068
    Author(s): Alok Dua; Abass Braimah; Manish Kumar
    Publisher: ASCE
    Abstract: Threats involving terrorist attacks using large amounts of explosives are less likely due to the complexity of acquiring them without alerting security agencies. A plausible threat tactic is to detonate small quantities ...
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    Strain Rate Effect on Development Length of Steel Reinforcement 

    Source: Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Lauren Toikka; Abass Braimah; Ghani Razaqpur; Simon Foo
    Publisher: American Society of Civil Engineers
    Abstract: Accidental or premeditated explosions have detrimental effects on the infrastructure near the center of explosion and pose major threats to human life. Thus, research is currently underway to study the effects of explosions ...
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    Polypropylene FRC Bridge Deck Slabs Transversely Prestressed with CFRP Tendons 

    Source: Journal of Composites for Construction:;1998:;Volume ( 002 ):;issue: 004
    Author(s): Abass Braimah; Mark F. Green; Khaled A. Soudki
    Publisher: American Society of Civil Engineers
    Abstract: Compressive membrane action in bridge deck slabs has been shown to considerably increase the failure loads of such slabs. Thus, the reinforcing requirement can be reduced if a system is configured to ensure development of ...
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