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    Live Load Distribution Factors for Spread Slab Beam Bridges 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 010
    Author(s): Tevfik Terzioglu; Mary Beth D. Hueste; John B. Mander
    Publisher: American Society of Civil Engineers
    Abstract: The design and construction of spread slab beam bridges is becoming commonplace in Texas. Although this relatively new class of bridge is somewhat similar to spread box beam bridges, it is unclear whether the existing live ...
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    Field Testing and Refined Load Rating of a Load-Posted Continuous 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 05022008
    Author(s): Matthew Stieglitz; Tevfik Terzioglu; Mary Beth D. Hueste; Stefan Hurlebaus; John B. Mander; Stephanie G. Paal
    Publisher: ASCE
    Abstract: Load-posted bridges have potential effects on traffic, commerce, and emergency
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    Design and Constructability of Spread Slab-Beam Bridges 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 012
    Author(s): Tevfik Terzioglu; Dongqi Jiang; Mary Beth D. Hueste; John B. Mander
    Publisher: American Society of Civil Engineers
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    Experimental Investigation of a Full-Scale Spread Slab Beam Bridge 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): Tevfik Terzioglu; Dongqi Jiang; Mary Beth D. Hueste; John B. Mander; Gary T. Fry
    Publisher: American Society of Civil Engineers
    Abstract: The Texas Department of Transportation (TxDOT) uses precast prestressed concrete slab beams in a side-by-side configuration for short-span bridges in low-clearance areas. To reduce costs, a new bridge type called a spread ...
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    Nondestructive Evaluation of External Post-Tensioning Systems to Detect Grout Defects 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Tevfik Terzioglu; Madhu M. Karthik; Stefan Hurlebaus; Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: Management of bridge assets requires a life-cycle approach that balances design and construction of new bridges, and maintenance of existing bridge stock. There has been a growing need for inspection, maintenance, repair, ...
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    Systematic Assessment of Nondestructive Evaluation Techniques for Post-Tensioning and Stay Cable Systems 

    Source: Journal of Infrastructure Systems:;2019:;Volume (025):;issue:002
    Author(s): Tevfik Terzioglu;Madhu M. Karthik;Stefan Hurlebaus;Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive evaluation (NDE) can provide invaluable information about the condition of tendons in post-tensioned and cable-stayed bridges, which can facilitate preventative actions to mitigate further deterioration. To ...
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    Systematic Assessment of Nondestructive Evaluation Techniques for Post-Tensioning and Stay Cable Systems 

    Source: Journal of Infrastructure Systems:;2019:;Volume ( 025 ):;issue: 002
    Author(s): Tevfik Terzioglu; Madhu M. Karthik; Stefan Hurlebaus; Mary Beth D. Hueste
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive evaluation (NDE) can provide invaluable information about the condition of tendons in post-tensioned and cable-stayed bridges, which can facilitate preventative actions to mitigate further deterioration. To ...
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    Improving Existing Inverted-T Bent Caps for Serviceability and Strength by Retrofitting with Supplemental Steel 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 007:;page 04022084
    Author(s): Sun Hee Park; Jilong Cui; Tevfik Terzioglu; John B. Mander; Anna C. Birely; Stefan Hurlebaus
    Publisher: ASCE
    Abstract: Undesirable cracking is commonly observed in existing bridge bents with inverted-T bent caps at the web-to-ledge interface. Although the cracking is unexpected, such cracks may decrease service life and are possible signs ...
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