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Behavior of Ultrahigh-Performance Concrete Confined by Fiber-Reinforced Polymers
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 ...
Stress-Strain Model of Ultrahigh Performance Concrete Confined by Fiber-Reinforced Polymers
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 ...
Cyclic Behavior of Hybrid Columns Made of Ultra High Performance Concrete and Fiber Reinforced Polymers
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 ...
Behavior of Ultrahigh-Performance Concrete Confined by Steel
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 ...
Effectiveness of Externally Applied CFRP Stirrups for Rehabilitation of Slab-Column Connections
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 ...
Punching Shear Enhancement of Flat Slabs with Partial Use of Ultrahigh-Performance Concrete
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 ...
Effect of Elastic Modulus of Carbon Fiber-Reinforced Polymer Strands on the Behavior of Posttensioned Segmental Bridges
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 ...
Comparative Study of Unbonded Carbon Fiber and Steel Strands in Posttensioned Pier Caps
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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