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    Wood and Wood-Based Materials: Current Status and Future of a Structural Material 

    Source: Journal of Materials in Civil Engineering:;2002:;Volume ( 014 ):;issue: 002
    Author(s): Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Wood is one of the earliest construction materials, and the structural use of wood and wood-based materials continues to steadily increase. In fact, new wood-based materials continue to be developed and successfully ...
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    Moisture Content and Reliability‐Based Design for Wood Members 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): David V. Rosowsky; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: The effect of moisture content on the reliability of structural wood members is examined, and possible code provisions to account for such effects are presented. Specifically, the effect of assuming one moisture content ...
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    Load-Duration Behavior of Wood-Plastic Composites 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
    Author(s): Christopher W. Brandt; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: The load-duration, or creep-rupture, behavior of wood and wood composite products has been studied extensively by numerous researchers, and simplified design procedures to account for creep effects are in place. However, ...
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    Development of Design Values for Wood-Plastic Composite Materials 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 005
    Author(s): Steven A. Davidow; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: As the use of wood-plastic composite (WPC) materials extends to include more structural applications, there is an increasing need to determine design values appropriate for designing structural WPC elements. Depending on ...
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    Reliability of Timber Fender Systems in Waterfront Facilities 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Steven A. Davidow; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Due to the deterioration of existing timber fender systems in waterfront facilities, high performance, composite replacement components for these structures are in demand. The performance criteria for these replacement ...
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    Environment-Assisted Subcritical Debonding of Epoxy-Concrete Interface 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 005
    Author(s): Chao Zhang; Jialai Wang; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Interface debonding can grow slowly within the FRP-to-concrete interface in aggressive environments, even though the energy release rate at the crack tip is only a fraction of the critical energy release rate of the ...
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    Concentrated Load Design Procedures for Wood-Joist Floor Systems 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Brian J. Tucker; Kenneth J. Fridley
    Publisher: American Society of Civil Engineers
    Abstract: Current light-frame wood construction design specifications recognize repetitive member effects in wood-joist floor systems. However, it is unclear whether these design stress increases apply equally to both uniform and ...
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    Hygrothermal Effects on Mechanical Properties of Lumber 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Kenneth J. Fridley; R. C. Tang; Lawrence A. Soltis
    Publisher: American Society of Civil Engineers
    Abstract: As part of a parent study of possible environmental effects on the long‐term load‐carrying performance of structural lumber, the material characteristics of a lumber sample are evaluated in several hygrothermal states. The ...
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    Energy‐Based Failure Criterion for Wood 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 004
    Author(s): Timothy A. Philpot; Kenneth J. Fridley; David V. Rosowsky
    Publisher: American Society of Civil Engineers
    Abstract: Recent research into the strength of dimension lumber has led to the development of an alternative failure criterion based on the notion of a critical energy density for the material. The strength of wood is known to be ...
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    Time-Dependent Service-Load Behavior of Wood Floors: Experimental Results 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author(s): Kenneth J. Fridley; Pyoyoon Hong; David V. Rosowsky
    Publisher: American Society of Civil Engineers
    Abstract: It is well known that wood exhibits continued additional creep deflection under long-term load. Differential creep behavior among joists, sheathing material, and connection details in a wood joist floor system can affect ...
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