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    Flexural Behavior and Design of RC Members Using FRP Reinforcement 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Hota V. S. GangaRao
    Publisher: American Society of Civil Engineers
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    Truck‐Tire Steel Grid Deck Contact Pressure Distributions 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Hota V. S. GangaRao; Arshad Vali
    Publisher: American Society of Civil Engineers
    Abstract: This study deals with the mathematical and experimental determination of contact pressure distribution between bridge decks and truck tires. The variables associated with this study are tire inflation pressure, axle loads, ...
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    Static Behavior of Pultruded GFRP Beams 

    Source: Journal of Composites for Construction:;1997:;Volume ( 001 ):;issue: 003
    Author(s): V. Nagaraj; Hota V. S. GangaRao
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the experimental and theoretical characterizations of mechanical properties of glass fiber reinforced plastic (GFRP) wide flange and box beams. Static response of pultruded beams was studied by conducting ...
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    Discussion of “<i>Vibration of Tapered Beams</i>” by Arvind K. Gupta (January, 1985, Vol. 111, No. 1) 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author(s): Hota V. S. GangaRao; C. C. Spyrakos
    Publisher: American Society of Civil Engineers
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    Development of Economical Low‐Volume Road Bridges 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): Hota V. S. GangaRao; Thomas R. Zelina
    Publisher: American Society of Civil Engineers
    Abstract: Low‐volume road bridges are currently designed according to the same specifications as urban highway bridges. Thus, many of the low‐volume bridge designs are overly conservative and uneconomical. This paper addresses this ...
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    Value Engineering Approach to Low‐Volume Road Bridge Selection 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): Hota V. S. Ganga Rao; Richard Ward; Victor Howser
    Publisher: American Society of Civil Engineers
    Abstract: Most of the badly deteriorated bridges in the United States are those built prior to the 1950s, and many of these are on low‐volume roads where they receive little attention. This paper deals with the use of value engineering ...
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    Bending Behavior of Concrete Beams Wrapped with Carbon Fabric 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Hota V. S. GangaRao; P. V. Vijay
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete structures deteriorate over time due to environmental aging, fatigue, and other reasons. Strengthening and rehabilitating those concrete structures by wrapping them with carbon fabric is one of several ...
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    Fatigue Response of Concrete Decks Reinforced with FRP Rebars 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Sanjeev V. Kumar; Hota V. S. GangaRao
    Publisher: American Society of Civil Engineers
    Abstract: The fatigue response of concrete decks reinforced with fiber-reinforced plastic (FRP) bars is critical to the long-term endurance of this type of innovative structure. To evaluate the degradation of FRP reinforced bridge ...
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    Effect of Aging Environment on Degradation of Glass-Reinforced Epoxy 

    Source: Journal of Composites for Construction:;2002:;Volume ( 006 ):;issue: 001
    Author(s): Somjai Kajorncheappunngam; Rakesh K. Gupta; Hota V. S. GangaRao
    Publisher: American Society of Civil Engineers
    Abstract: The effects of immersing coupons of glass-reinforced epoxy in four different liquid media at two separate temperatures were investigated in this study which is aimed at examining the durability of fiber-reinforced plastics ...
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    Warping Solution for Shear Lag in Thin-Walled Orthotropic Composite Beams 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Roberto Lopez-Anido; Hota V. S. GangaRao
    Publisher: American Society of Civil Engineers
    Abstract: A warping solution for prismatic thin-walled orthotropic composite beams is presented. For beam-wall macroelements, the macro approach solution is applied to obtain the displacements as a sum of polynomial plus Fourier ...
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