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    Passive Control of Trapped Mode Resonance of Ducted Cavities 

    Source: Journal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 005:;page 51311
    Author(s): Bolduc, M.; Elsayed, M.; Ziada, S.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Gas flow over ducted cavities can excite strong acoustic resonances within the confined volumes housing the cavities. When the wavelength of the resonant acoustic modes is comparable with, or smaller than, the cavity ...
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    Flow Excited Acoustic Resonance of Trapped Modes of a Ducted Rectangular Cavity 

    Source: Journal of Pressure Vessel Technology:;2016:;volume( 138 ):;issue: 003:;page 31303
    Author(s): Bolduc, Michael; Ziada, Samir; Lafon, Philippe
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Flow over ducted cavities can lead to strong resonances of the trapped acoustic modes due to the presence of the cavity within the duct. Aly and Ziada (2010, “FlowExcited Resonance of Trapped Modes of Ducted Shallow ...
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    Experimental and Analytical Evaluation of an Innovative Strengthening System for Long-Span Deep Corrugated Buried Bridges 

    Source: Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 004
    Author(s): Nevil Gomes; Bahram Shahrooz; Darrell Sanders; Mathew W. Bolduc
    Publisher: ASCE
    Abstract: Experimental and analytical study of an innovative strengthening system for deep corrugated structural plates (381-mm pitch by 140-mm depth) is described. A typical 7.94-mm thick deep corrugated structural plate can normally ...
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    Probability of Exceedance Estimates for Scour Depth around Bridge Piers 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): Laura C. Bolduc; Paolo Gardoni; Jean-Louis Briaud
    Publisher: American Society of Civil Engineers
    Abstract: Scour at a bridge pier is the formation of a hole around the pier due to the erosion of soil by flowing water; this hole in the soil reduces the carrying capacity of the foundation and the pier. Excessive scour can cause ...
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    Design and Experimental Validation of a Supersonic Concentric Micro Gas Turbine 

    Source: Journal of Turbomachinery:;2016:;volume( 138 ):;issue: 002:;page 21007
    Author(s): Vأ©zina, Gabriel; Fortier; Bolduc; Rancourt, David; Picard, Mathieu; Plante, Jean; Brouillette, Martin; Frأ©chette, Luc
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper presents the design and experimental results of a new micro gas turbine architecture exploiting counterflow within a single supersonic rotor. This new architecture, called the supersonic rimrotor gas turbine ...
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    The West Coast Picket Fence Experiment during STORM-FEST 

    Source: Bulletin of the American Meteorological Society:;1995:;volume( 076 ):;issue: 010:;page 1741
    Author(s): Hirschberg, Paul A.; Lind, Richard J.; Bolduc, Steven J.; Eisberry, Russell L.
    Publisher: American Meteorological Society
    Abstract: Mesoscale weather systems that develop in the central United States are often forced by environmental features that have formed far upstream over the conventional data-sparse Pacific Ocean. Although remotely sensed ...
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    Evaluation of Pretensioned Girders with Partial-Strand Debonding 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Mathew W. Bolduc; Avdhesh Gaur; Bahram M. Shahrooz; Kent A. Harries; Richard A. Miller; Henry G. Russell
    Publisher: ASCE
    Abstract: Pretensioned concrete girders—especially those having large prestress forces—are susceptible to flexural cracking at their top flanges near the girder end as a result of prestress transfer. One effective method to reduce ...
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