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    Strength and Stiffness Reduction of Large Notched Beams 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): Joseph F. Murphy
    Publisher: American Society of Civil Engineers
    Abstract: Four large glulam beams with notches on the tension side were tested for strength and stiffness. Using either bending net section beam theory or shear formula to calculate crack propagation critical load is very unconservative. ...
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    Discussion of “<i>Load‐Duration Effects in Western Hemlock Lumber</i>” by Ricardo O. Foschi and J. David Barrett (July, 1982) 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Joseph F. Murphy
    Publisher: American Society of Civil Engineers
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    Criterion for Mixed Mode Fracture in Wood 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 003
    Author(s): S. Mall; Joseph F. Murphy; James E. Shottafer
    Publisher: American Society of Civil Engineers
    Abstract: The mixed mode fracture failure of eastern red spruce (Picea rubens) was investigated by means of single edge notch and center crack specimens with various crack inclinations in the tangential‐longitudinal plane with ...
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    Mechanical Grading of Round Timber Beams 

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 001
    Author(s): David W. Green; Thomas M. Gorman; James W. Evans; Joseph F. Murphy
    Publisher: American Society of Civil Engineers
    Abstract: Current procedures used to sort round timber beams into structural grades rely on visual grading methods and property assignments based on modification of clear wood properties. This study provides the technical basis for ...
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