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Tension Stiffening in Prestressed Concrete Beams Using Moment-Curvature Relationship
Publisher: American Society of Civil Engineers
Abstract: Tension stiffening phenomenon plays a vital role in serviceability of nonprestressed reinforced concrete (RC) beams as it enhances the postcracking flexural stiffness leading to a smaller deflection, accordingly. However, ...
Comparative Experimental Performance of Bridge Deck Slabs with AFRP and Steel Precast Panels
Publisher: American Society of Civil Engineers
Abstract: Full-depth precast concrete panels expedite the construction process, enhance the safety and quality controls, and reduce the on-site labor requirements for bridge deck slab applications. However, corrosion-induced ...
FRP Slab Capacity Using Yield Line Theory
Publisher: American Society of Civil Engineers
Abstract: Fiber reinforced polymer (FRP) bars have been increasingly used in bridge deck slabs over the last decades to overcome corrosion issues. However, there is still a critical need for a rational method to analyze the load ...
Experimental Performance of AFRP Concrete Bridge Deck Slab with Full-Depth Precast Prestressed Panels
Publisher: American Society of Civil Engineers
Abstract: While application of full-depth precast bridge deck panels may be appealing because of an accelerated construction schedule and improved safety conditions, corrosion of steel reinforcement is a major factor affecting the ...
Untitled
Publisher: American Society of Civil Engineers
Abstract: The lower elastic modulus of fiber-reinforced polymer (FRP) bars over steel rebar renders the postcracking deflection of FRP concrete beams critical under serviceability limit states. To predict the deflection of FRP ...
Closure to “Deflection of FRP Prestressed Concrete Beams” by Shobeir Pirayeh Gar, John B. Mander, and Stefan Hurlebaus
Publisher: American Society of Civil Engineers
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