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Ultra-high Performance Fiber-Reinforced Concrete (UHPFRC) for Infrastructure Rehabilitation Volume II: Behavior of Ultra-High Strength Concrete Bridge Deck Panels Compared to Conventional Stay-In-Place Deck Panels

CITE Title : Ultra-high Performance Fiber-Reinforced Concrete (UHPFRC) for Infrastructure Rehabilitation Volume II: Behavior of Ultra-High Strength Concrete Bridge Deck Panels Compared to Conventional Stay-In-Place Deck Panels Creator(s) : Myers, John J.;Venancio, V. Gora; Corporate Creator(s) : Research on Concrete Applications for Sustainable Transportation;Missouri University of Science and Technology. Dept. of Civil, Architectural, and Environmental Engineering; Corporate Contributor(s) : United States. Dept. of Transportation. Office of the Assistant Secretary for Research and Technology;University Transportation Centers Program (U.S.); Published Date : 2017-08-01 Report Number : RECAST UTC #00047713 URL : /view/dot/32592 "Ultra-high Performance Fiber-Reinforced Concrete" (2017). "Ultra-high Performance Fiber-Reinforced Concrete (UHPFRC) for Infrastructure Rehabilitation Volume II: Behavior of Ultra-High Strength Concrete Bridge Deck Panels Compared to Conventional Stay-In-Place Deck Panels" (2017) "Ultra-high Performance Fiber-Reinforced Concrete (UHPFRC) for Infrastructure Rehabilitation Volume II: Behavior of Ultra-High Strength Concrete Bridge Deck Panels Compared to Conventional Stay-In-Place Deck Panels" , 2017 Export RIS Citation Information.

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Myers, John J. ;

Venancio, V. Gora

2017-08-01

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The remarkable features of ultra-high performance concrete (UHPC) have been reported. Its application in bridge construction has been an active resear...
Rating precast prestressed concrete bridges for shear

CITE Title : Rating precast prestressed concrete bridges for shear Creator(s) : Pei, Jin-Song;Martin, Randy D.;Sandburg, Colby J.;Kang, Thomas H.-K.; Corporate Creator(s) : University of Oklahoma. School of Civil Engineering and Environmental Science Corporate Contributor(s) : Oklahoma. Dept. of Transportation. Planning & Research Division;United States. Federal Highway Administration; Published Date : 2008-12-01 Report Number : FHWA-OK-08-08 URL : /view/dot/24279 "Rating precast prestressed concrete" (2008). "Rating precast prestressed concrete bridges for shear" (2008) "Rating precast prestressed concrete bridges for shear" , 2008 Export RIS Citation Information.

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Pei, Jin-Song ;

Martin, Randy D.

2008-12-01

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Shear capacity of real-world prestressed concrete girders designed in the 1960’s and 1970’s is a concern becauseAASHTO Standard Specifications (AA...
Research notes : shear capacity of corrosion-damaged RC beams.

CITE Title : Research notes : shear capacity of corrosion-damaged RC beams. Corporate Creator(s) : Oregon. Dept. of Transportation. Research Unit Published Date : 2004-01-01 Report Number : RSN 04-04 URL : /view/dot/22618 "Research notes : shear" (2004). "Research notes : shear capacity of corrosion-damaged RC beams." (2004) "Research notes : shear capacity of corrosion-damaged RC beams." , 2004 Export RIS Citation Information.

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Oregon. Dept. of Transportation. Research Unit

2004-01-01

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Bridges on Oregon’s coast must withstand a corrosive marine environment. Concrete in reinforced concrete structures offers temporary protection to t...
Methodology for Load Rating Double-Tee Bridges

CITE Title : Methodology for Load Rating Double-Tee Bridges Creator(s) : Rimal, Sandip;Kidd, Brian;Tazarv, Mostafa;Seo, Junwon;Wehbe, Nadim I.; Corporate Creator(s) : South Dakota State University. Department of Civil and Environmental Engineering;Mountain Plains Consortium; Corporate Contributor(s) : South Dakota. Department of Transportation;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology;United States. Department of Transportation. University Transportation Centers (UTC) Program; Published Date : 2019-07-01 Report Number : MPC-19-389 URL : /view/dot/43902 "Methodology for Load Rating" (2019). "Methodology for Load Rating Double-Tee Bridges" (2019) "Methodology for Load Rating Double-Tee Bridges" , 2019 Export RIS Citation Information.

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Rimal, Sandip ;

Kidd, Brian

2019-07-01

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Tee Bridges The most common type of bridge on South Dakota local roads is a precast prestressed double-tee (DT) girder bridge. More than 700 DT bridge...
Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping

CITE Title : Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping Creator(s) : Abouelleil, AlaaEldin;Rasheed, Hayder; Corporate Creator(s) : Kansas State University. Transportation Center Corporate Contributor(s) : Kansas. Dept. of Transportation Published Date : 2018-08-01 Report Number : K-TRAN: KSU-18-1 URL : /view/dot/36731 "Kansas Department of Transportation" (2018). "Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping" (2018) "Kansas Department of Transportation Column Expert: Shear Capacity of Circular Bridge Piers Confined with Fiber-Reinforced Polymer (FRP) Wrapping" , 2018 Export RIS Citation Information.

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Abouelleil, AlaaEldin ;

Rasheed, Hayder

2018-08-01

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The importance of the analysis of circular columns to accurately predict their ultimate confined (steel and fiber-reinforced polymer [FRP]) capacity u...
Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage

CITE Title : Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage Creator(s) : Javier III, Eulogio M;Hebdon, Matthew H;Provines, Jason T.; Corporate Creator(s) : Virginia Transportation Research Council (VTRC);University of Texas at Austin. Department of Civil, Architectural & Environmental Engineering;Virginia Tech. Department of Civil Engineering; Corporate Contributor(s) : Virginia. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2021-10-01 Report Number : FHWA/VTRC 22-R4 URL : /view/dot/59107 "Methods for Evaluation of" (2021). "Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage" (2021) "Methods for Evaluation of the Remaining Shear Capacity in Steel Bridge Beams With Section Losses Attributable to Corrosion Damage" , 2021 Export RIS Citation Information.

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Javier III, Eulogio M ;

Hebdon, Matthew H

2021-10-01

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Steel bridges commonly have corrosion at beam ends because of leaking joints, which provide a pathway for de-icing salts to fall onto the beams from t...