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    Discussion: Low-Cycle Fatigue Test on Stud Shear Connectors 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author(s): Deric J. Oehlers; Rudolf Seracino
    Publisher: American Society of Civil Engineers
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    Concrete-Filled Square and Rectangular FRP Tubes under Axial Compression 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 004
    Author(s): Togay Ozbakkaloglu; Deric J. Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of an experimental study on the behavior of square and rectangular concrete-filled fiber reinforced polymer (FRP) tubes (CFFTs) under concentric compression. FRP tubes were designed as column ...
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    Flexural Strength and Ductility of FRP-Plated RC Beams: Fundamental Mechanics Incorporating Local and Global IC Debonding 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 002
    Author(s): Deric J. Oehlers; Phillip Visintin; Wade Lucas
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete (RC) beams and slabs are frequently strengthened or stiffened in flexure by adhesively bonding fiber-reinforced polymer (FRP) plates to their surfaces using a strain-based moment-curvature design ...
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    Closed-Form Solutions for Quantifying the Ductility of Concrete Beams with Passively Restrained Concrete 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Xinkai Hao; Philip Visintin; Deric. J. Oehlers
    Publisher: ASCE
    Abstract: The ductility of a beam is important in reinforced concrete member design at the ultimate limit state, especially in resisting dynamic loads such as those from earthquakes or blasts. Concrete confinement reinforcement, ...
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    Flexural Strength of Profiled Beams 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Deric J. Oehlers; Howard D. Wright; Matthew J. Burnet
    Publisher: American Society of Civil Engineers
    Abstract: A construction technique that uses steel decking as permanent and integral shuttering for the sides and soffits of reinforced concrete beams is described. Experimental tests on large‐scale profiled beams have shown that ...
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    Shear Peeling of Steel Plates Bonded to Tension Faces of RC Beams 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): M. S. Mohamed Ali; Deric J. Oehlers; Mark A. Bradford
    Publisher: American Society of Civil Engineers
    Abstract: The technique of adhesively bonding steel or fiber-reinforced plastic plates to the surfaces of reinforced concrete (RC) structural elements is being adopted worldwide to strengthen or repair reinforced concrete buildings ...
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    Presliding Shear Failure in Prestressed RC Beams. I: Partial-Interaction Mechanism 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Tao Zhang; Phillip Visintin; Deric J. Oehlers; Michael C. Griffith
    Publisher: American Society of Civil Engineers
    Abstract: Despite significant experimental, numerical and analytical research, the shear behavior of reinforced concrete members remains one of the least well understood mechanisms in reinforced concrete. Because of the complexity ...
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    Presliding Shear Failure in Prestressed RC Beams. II: Behavior 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Tao Zhang; Phillip Visintin; Deric J. Oehlers; Michael C. Griffith
    Publisher: American Society of Civil Engineers
    Abstract: In the companion paper, based on the theories of partial interaction and shear friction, a mechanics-based segmental approach, which can cope with any cross section and material property, was developed to simulate the shear ...
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    Effect of Friction on Shear Connection in Composite Bridge Beams 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author(s): Deric J. Oehlers; Rudolf Seracino; Michael F. Yeo
    Publisher: American Society of Civil Engineers
    Abstract: In the design of new composite steel and concrete bridge beams, the shear connectors are assumed to transmit all of the longitudinal shear forces at the interface between the concrete slab and the steel beam. However, in ...
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    Reinforced Concrete Behavior, Research, Development, and Design through Partial-Interaction Mechanics 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Deric J. Oehlers; Phillip Visintin; Jian-Fei Chen; Rudolf Seracino; Yufei Wu; Wade Lucas
    Publisher: American Society of Civil Engineers
    Abstract: Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views ...
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