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    High-Performance Fiber-Reinforced Concrete: Development and Evaluation as a Repairing Material 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 010
    Author(s): Manish Roy; Indrajit Ray; Julio F. Davalos
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development of high-performance fiber-reinforced concrete (HPFRC) with very high strength and the feasibility of using this concrete as a repairing material. Initially two HPFRC mixtures were ...
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    Durability Prediction for GFRP Reinforcing Bars Using Short-Term Data of Accelerated Aging Tests 

    Source: Journal of Composites for Construction:;2006:;Volume ( 010 ):;issue: 004
    Author(s): Yi Chen; Julio F. Davalos; Indrajit Ray
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a procedure based on the Arrhenius relation to predict the long-term behavior of glass fiber-reinforced polymer (GFRP) bars in concrete structures, based on short-term data from accelerated aging tests. ...
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    Fracture Mechanics Method for Mode-I Interface Evaluation of FRP Bonded to Concrete Substrates 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 005
    Author(s): Julio F. Davalos; Shilpa S. Kodkani; Indrajit Ray
    Publisher: American Society of Civil Engineers
    Abstract: There is a pressing need for development and implementation of advanced materials and methods for rehabilitation of infrastructure worldwide. To this end, externally bonded fiber-reinforced polymer or plastic (FRP) composites ...
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    Comprehensive Study on Using Externally Bonded FRP Composites for the Rehabilitation of Reinforced Concrete T-Beam Bridges 

    Source: Journal of Infrastructure Systems:;2012:;Volume ( 018 ):;issue: 002
    Author(s): Julio F. Davalos; An Chen; Indrajit Ray; Jeffrey R. Levan
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a synthesis of findings pertaining to rehabilitation of concrete T-beam bridges with externally bonded fiber-reinforced polymer (FRP) composites from a Pennsylvania Department of Transportation District ...
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    Evaluation of Load Distribution Factor by Series Solution for Orthotropic Bridge Decks 

    Source: Journal of Aerospace Engineering:;2011:;Volume ( 024 ):;issue: 002
    Author(s): Bin Zou; Julio F. Davalos; An Chen; Indrajit Ray
    Publisher: American Society of Civil Engineers
    Abstract: In bridge engineering, the three-dimensional behavior of a bridge system is usually reduced to the analysis of a T-beam section, loaded by an equivalent fraction of the applied live load, which is called the
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    Effect of Concrete Substrate Repair Methods for Beams Aged by Accelerated Corrosion and Strengthened with CFRP 

    Source: Journal of Aerospace Engineering:;2011:;Volume ( 024 ):;issue: 002
    Author(s): Indrajit Ray; George C. Parish; Julio F. Davalos; An Chen
    Publisher: American Society of Civil Engineers
    Abstract: The deterioration of concrete structures, particularly highway bridges, has motivated the use of fiber-reinforced polymer (FRP) composites for retrofitting damaged components, typically using externally bonded carbon fabrics ...
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