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    Effect of Loading Rate on Nailed Timber Joint Capacity 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Ulf Arne Girhammar; Hakan Andersson
    Publisher: American Society of Civil Engineers
    Abstract: The present study addresses the loading or deformation rate effect on the yield loads of nailed timber joints. Four different types of joints, which differed with respect to the thickness of the members and the angle of ...
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    Boundary-Layer Effect in Composite Beams with Interlayer Slip 

    Source: Journal of Aerospace Engineering:;2011:;Volume ( 024 ):;issue: 002
    Author(s): Noël Challamel; Ulf Arne Girhammar
    Publisher: American Society of Civil Engineers
    Abstract: An apparent analytical peculiarity or paradox in the bending behavior of elastic-composite beams with interlayer slip, sandwich beams, or other similar problems subjected to boundary moments exists. For a fully composite ...
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    Composite Beam‐Columns with Interlayer Slip—Exact Analysis 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Ulf Arne Girhammar; Vijaya K. A. Gopu
    Publisher: American Society of Civil Engineers
    Abstract: Exact first‐ and second‐order analyses for composite beam‐columns with partial interaction and subjected to transverse and axial loading are presented. General closed‐form solutions for the displacement functions and the ...
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    Brittle Failures in Timber Beams Loaded Perpendicular to Grain by Connections 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author(s): Jørgen L. Jensen; Pierre Quenneville; Ulf Arne Girhammar; Bo Källsner
    Publisher: American Society of Civil Engineers
    Abstract: A state-of-the-art review of simple analytical fracture mechanics models for calculation of the splitting capacity of timber beams loaded perpendicular to the grain direction by connections is presented. It is shown that ...
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