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    Behavior of the cast-in-place splice regions of spliced I-girder bridges 

    Williams, Christopher Scott (2015-08)
    Spliced girder technology continues to attract attention due to its versatility over traditional prestressed concrete highway bridge construction. Relatively limited data is available in the literature, however, for ...
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    Analysis of the shear behavior of prestressed concrete spliced girders 

    Al-Tarafany, Dhiaa Mustafa T. (2016-08)
    Implementation of the spliced girder technology in bridges has been growing in recent years. Increased girder lengths can now be realized by splicing shorter precast segments to produce a long span. The research conducted ...
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    Computational modeling of prestress transfer, end-region cracks and shear behavior in prestressed concrete I-girders employing large-diameter strands 

    Alirezaei Abyaneh, Roya (2017-01-25)
    Prestressed concrete girders are commonly fabricated with 0.5-in. (12.7-mm) or 0.6-in. (15.2-mm) diameter prestressing strands. Recent interest in the use of larger (0.7-in. (17.8-mm) diameter) strands has been driven by ...
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    Investigation of the cracking problem of short type IV girders 

    Tuchscherer, Robin Garrett (2006-05)
    A research project was conducted at the Phil M. Ferguson Structural Laboratory at the University of Texas at Austin investigating the allowable tensile stress limits of prestressed concrete. The project was funded by TxDOT ...
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    Shear database for prestressed concrete members 

    Nakamura, Eisuke (2011-05)
    Development of shear databases attracted a great deal of attention in the shear research community within the last decade. Although a few shear databases have already been developed by several research groups, there is no ...
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    Short-term and time-dependent stresses in precast network arches 

    Yousefpoursadatmahalleh, Hossein (2015-08)
    Due to their structural efficiency and architectural elegance, concrete arches have long been used in bridge applications. However, the construction of concrete arches requires significant temporary supporting structures, ...
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    Shear behavior of spliced post-tensioned girders 

    Moore, Andrew Michael, 1984- (2014-08)
    By its nature a spliced girder must contain a number of post tensioning tendons throughout its length. The focus of the experimental program described in this dissertation is the evaluation of the strength and serviceability ...
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    Structural performance of Texas U-beams at prestress transfer and under shear-critical loads 

    Hovell, Catherine Grace, 1983- (2011-08)
    The Texas U-Beam standard designs were released in the 1990’s and have been used increasingly in bridges across the state since. While prototypes of the 54-in. deep prestressed concrete beam were built during the design ...
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    Structural performance of ASR/DEF damaged prestressed concrete trapezoidal box beams with dapped ends 

    Larson, Nancy Anne, 1986- (2010-08)
    Across the State of Texas and many other areas of the world, relatively young concrete structures have developed signs of premature concrete deterioration. Large cracks form on the surface of the concrete due to expansive ...
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    Controlling cracking in prestressed concrete panels 

    Foreman, James Michael (2010-05)
    Precast, prestressed concrete panels (PCPs) are used in 85% of bridges in Texas. The goal of this thesis is to reduce collinear cracking (cracks propagating parallel to strands) in PCPs. One way to reduce collinear ...
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    AuthorAl-Tarafany, Dhiaa Mustafa T. (1)Alirezaei Abyaneh, Roya (1)Choi, Jongkwon (1)Dubuc, Brennan Donovan (1)Foreman, James Michael (1)Garber, David Benjamin (1)Hovell, Catherine Grace, 1983- (1)Katz, Alex Tyler (1)Larson, Nancy Anne, 1986- (1)Longshaw, Alistair Thornton (1)... View MoreSubject
    Prestressed concrete (15)
    Shear (6)Spliced girder (3)0.7-in. strands (2)Experimental testing (2)Shear tests (2)Structural health monitoring (2)0.7-inch (1)AASHTO LRFD (1)Accelerated bridge construction (1)... View MoreDate Issued2010 - 2020 (14)2006 - 2009 (1)Has File(s)Yes (15)Degree Department
    Civil, Architectural, and Environmental Engineering (15)
    Degree DisciplineCivil Engineering (11)Civil engineering (4)Degree LevelDoctoral (8)Masters (7)Degree NameDoctor of Philosophy (8)Master of Science in Engineering (6)Master of Science (1)

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    University of Texas at Austin Libraries
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    © The University of Texas at Austin