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    Tension and Charpy V-Notch Impact Properties of Wire Arc Additively Manufactured ER70S-6 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 005:;page 04025099-1
    Author(s): Hannah D. Kessler; Ryan J. Sherman
    Publisher: American Society of Civil Engineers
    Abstract: Wire arc additively manufactured (WAAM) steels cannot be adopted into civil structures until knowledge of their material behaviors is expanded. American Welding Society (AWS) ER70S-6 is a common welding wire feedstock ...
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    Development of a Fatigue Design Load for High-Mast Lighting Towers 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 001
    Author(s): Ryan J. Sherman; Robert J. Connor
    Publisher: American Society of Civil Engineers
    Abstract: Fatigue cracking has caused a number of high-mast lighting tower (HMLT) failures throughout the United States. Both buffeting and vortex shedding have been shown to contribute to the failures observed. To increase HMLT ...
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    Diagnostic Load Testing for Improved Accuracy of Bridge Load Rating 

    Source: Journal of Performance of Constructed Facilities:;2020:;Volume ( 034 ):;issue: 005
    Author(s): Ryan J. Sherman; Matthew H. Hebdon; Jason B. Lloyd
    Publisher: ASCE
    Abstract: Bridge load rating provides a standardized procedure to determine the safe load-carrying capacity of a bridge, thereby allowing engineers to establish posting and permitting requirements. The structural condition of ...
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    Correlating Surface Hardness to Shear Strength of Driven Rivets and Distribution of In Situ Rivet Hardness 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 003:;page 04020476-1
    Author(s): Ryan T. Stevens; Ryan J. Sherman; Matthew H. Hebdon
    Publisher: ASCE
    Abstract: Measuring surface hardness and correlating it to shear strength is a nondestructive test method that can be used when a more accurate estimate of rivet strength is necessary. The objectives of this research were to ...
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    Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022099
    Author(s): Ryan Slein; Ryan J. Sherman; Donald W. White
    Publisher: ASCE
    Abstract: This paper presents the evaluation of three methods for manually estimating the elastic lateral-torsional buckling (LTB) resistance of general doubly and singly symmetric I-section members having any combination of transitions ...
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    Large-Scale Flexure Fracture Experiments on High-Toughness Steel 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 007
    Author(s): Ryan J. Sherman; William N. Collins; Robert J. Connor
    Publisher: American Society of Civil Engineers
    Abstract: Modern advances in steel production have resulted in materials with increased fracture resistance. Material characterization studies have quantified fracture behavior, while large-scale experimental tests have demonstrated ...
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    Manual Estimation of Elastic Lateral-Torsional Buckling Resistance of Linearly Tapered I-Section Members 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 04022182
    Author(s): Ryan Slein; Ajit M. Kamath; Ryan J. Sherman; Donald W. White
    Publisher: ASCE
    Abstract: This paper presents the evaluation of two methods for manually estimating the elastic lateral-torsional buckling (LTB) resistance of general doubly and singly symmetric I-section members having a linear variation in the ...
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    Large-Scale Axial Fracture Experiments of High-Toughness Steel 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Ryan J. Sherman; William N. Collins; Robert J. Connor
    Publisher: ASCE
    Abstract: Fracture resistance of modern bridge steels has improved through advances in material production techniques. The enhanced performance has been quantified through a number of material characterization studies and large-scale ...
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