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    Deterioration in Strength of Stud Connectors in Composite Bridge Beams 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author(s): Deric John Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: It is a common practice for the stud shear connections in composite bridge beams to be designed for both strength, to resist the ultimate loads, and for endurance, to resist the numerous applications of the serviceability ...
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    Residual Strength of Structural Components Subjected to Cyclic Loads 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Deric John Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: Present methods of fatigue research tend to concentrate on predicting the endurance of the structural component when it is subjected to a combination of cyclic loads. This has led to methods of design that assume the ...
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    Reinforced Concrete Beams with Plates Glued to their Soffits 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author(s): Deric John Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete beams can be strengthened and stiffened by gluing steel plates to the tension face of the beam. However, experimental tests show that shear and flexural forces can cause these externally bonded plates ...
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    Splitting Induced by Shear Connectors in Composite Beams 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Deric John Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: The longitudinal shear flow in composite steel and concrete beams is transferred across the steel‐flange/concrete‐slab interface at a discrete number of points by the dowel action of individual connectors. The dispersal ...
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    Closure to “<i>Reinforced Concrete Beams with Plates Glued to their Soffits</i>” by Deric John Oehlers (August, 1992, Vol. 118, No. 8) 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Deric John Oehlers
    Publisher: American Society of Civil Engineers
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    Design and Assessment of Shear Connectors in Composite Bridge Beams 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Deric John Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: Recent experimental research clearly shows that the strength of stud shear connectors in composite bridge beams immediately reduces when fatigue loads are applied to them. A new fatigue procedure has been developed that ...
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    Composite Beams with Limited-Slip-Capacity Shear Connectors 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 006
    Author(s): Deric John Oehlers; George Sved
    Publisher: American Society of Civil Engineers
    Abstract: The flexural strength of steel and concrete composite beams in buildings is affected by both the strength and the ductility of the mechanical shear connections between the steel and concrete components of the composite ...
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    Premature Failure of Externally Plated Reinforced Concrete Beams 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Deric John Oehlers; John Paul Moran
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete beams can be strengthened and stiffened by gluing mild steel plates to the tension face of the beam. However, experimental tests show that these externally bonded plates have a tendency to peel away ...
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    Shear Connectors in Composite Beams with Longitudinally Cracked Slabs 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 008
    Author(s): Deric John Oehlers; Sung Moo Park
    Publisher: American Society of Civil Engineers
    Abstract: The longitudinal shear flow in composite steel and concrete beams is transferred across the steel‐flange‐concrete‐slab interface at a discrete number of points by the dowel action of individual shear connectors. The strengths ...
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    Blast Testing of Aluminum Foam–Protected Reinforced Concrete Slabs 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 005
    Author(s): Chengqing Wu; Liang Huang; Deric John Oehlers
    Publisher: American Society of Civil Engineers
    Abstract: Aluminum foam is a newly developed mobile and lightweight material with excellent energy absorption capacities. Applying aluminum foam as a sacrificial protection layer on the bearing faces of protected structures can ...
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