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    Behavior of Ultrahigh-Performance Concrete Confined by Fiber-Reinforced Polymers 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 012
    Author(s): Pedram Zohrevand; Amir Mirmiran
    Publisher: American Society of Civil Engineers
    Abstract: Over a decade of studies have demonstrated the benefits of ultra high performance concrete (UHPC) in terms of damage tolerance, energy absorption, crack distribution, and deformation capacity. However, little information ...
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    Stress-Strain Model of Ultrahigh Performance Concrete Confined by Fiber-Reinforced Polymers 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    Author(s): Pedram Zohrevand; Amir Mirmiran
    Publisher: American Society of Civil Engineers
    Abstract: The application of ultrahigh performance concrete (UHPC) as an alternative to conventional concrete has grown rapidly in recent years. However, to date, little is known about the confinement behavior of UHPC, knowledge ...
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    Cyclic Behavior of Hybrid Columns Made of Ultra High Performance Concrete and Fiber Reinforced Polymers 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 001
    Author(s): Pedram Zohrevand; Amir Mirmiran
    Publisher: American Society of Civil Engineers
    Abstract: The unique features of ultra-high-performance concrete (UHPC) in damage tolerance, energy absorption, and deformability were combined with the superior performance of concrete-filled fiber-reinforced polymer (FRP) tubes ...
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    Behavior of Ultrahigh-Performance Concrete Confined by Steel 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 010
    Author(s): Xiong Yang; Pedram Zohrevand; Amir Mirmiran
    Publisher: American Society of Civil Engineers
    Abstract: Ultrahigh-performance concrete (UHPC) offers a superior alternative to normal-strength concrete (NSC) due to its significantly higher compressive and tensile strengths, improved ductility, and enhanced durability. This ...
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    Effectiveness of Externally Applied CFRP Stirrups for Rehabilitation of Slab-Column Connections 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): Hakan Erdogan; Pedram Zohrevand; Amir Mirmiran
    Publisher: American Society of Civil Engineers
    Abstract: The application of externally bonded carbon fiber-reinforced polymer (CFRP) stirrups is by now proven as an effective technique to strengthen slab-column connections for punching shear. However, there has not been adequate ...
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    Punching Shear Enhancement of Flat Slabs with Partial Use of Ultrahigh-Performance Concrete 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author(s): Pedram Zohrevand; Xiong Yang; Xin Jiao; Amir Mirmiran
    Publisher: American Society of Civil Engineers
    Abstract: Previous studies have clearly shown that flat slabs made of ultrahigh-performance concrete (UHPC) have considerably higher punching shear strength than their counterparts made of conventional concrete. However, it may not ...
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    Effect of Elastic Modulus of Carbon Fiber-Reinforced Polymer Strands on the Behavior of Posttensioned Segmental Bridges 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 005
    Author(s): Xiong Yang; Pedram Zohrevand; Amir Mirmiran; Madasamy Arockiasamy; William Potter
    Publisher: American Society of Civil Engineers
    Abstract: Segmental bridges are widely used for accelerated construction and lower costs and environmental impact. The major concern with such bridges is in the corrosion protection of posttensioning steel strands. Noncorrosive ...
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    Comparative Study of Unbonded Carbon Fiber and Steel Strands in Posttensioned Pier Caps 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author(s): Xiong Yang; Pedram Zohrevand; Amir Mirmiran; Madasamy Arockiasamy; William Potter
    Publisher: American Society of Civil Engineers
    Abstract: Carbon fiber strands offer a viable alternative to corrosion-prone steel strands in posttensioning applications. This study focused on a side-by-side comparison of two types of carbon fiber strands with different elastic ...
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