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    Closure to “Strength of Sawn Lumber and Wood-Composite Dowel Connections Loaded Perpendicular to Grain. II: Fracture Mechanics Equations” by Daniel P. Hindman, David E. Finkenbinder, Joseph R. Loferski, and Philip Line 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 008
    Author(s): Daniel P. Hindman
    Publisher: American Society of Civil Engineers
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    Predicting the Bending Yield Strength of Timber Frame Pegs 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 003
    Author(s): Daniel P. Hindman
    Publisher: American Society of Civil Engineers
    Abstract: Timber frame connections commonly use mortise and tenon connections secured by wooden pegs. The calculation of peg connection strength depends upon the joint dimensions, material properties of the mortise and tenon, and ...
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    Dowel-Bearing Strength of Southern Pine Cross-Laminated Timber 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 034 ):;issue: 002:;page 04021436
    Author(s): Daniel P. Hindman; Benjamin Richardson; Achmaa Vaanjilnorov
    Publisher: ASCE
    Abstract: The current method for estimating parallel-to-grain dowel bearing strength of cross-laminated timber (CLT) fasteners applied perpendicular to the face in the US adjusts the length of the fastener to account for the effect ...
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    Comparison of Single- and Two-Bolted LVL Perpendicular-to-Grain Connections. I: National Design Specification for Wood Construction Equations 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 004
    Author(s): Monil C. Patel; Daniel P. Hindman
    Publisher: American Society of Civil Engineers
    Abstract: Little research is available for perpendicular-to-grain connections in wood using multiple bolts. Experimental testing of single- and two-bolt connections was compared with predicted values from
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    Mechanical Properties of Southern Pine Cross-Laminated Timber 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 009
    Author(s): Daniel P. Hindman; John C. Bouldin
    Publisher: American Society of Civil Engineers
    Abstract: Cross-laminated timber (CLT) is a novel wood building material suitable for floor, roof, and wall assemblies in low- and mid-rise construction as an alternative to concrete and steel. CLTs are considered to provide good ...
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    Comparison of Single- and Two-Bolted LVL Perpendicular-to-Grain Connections. II: Fracture Models 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 004
    Author(s): Monil C. Patel; Daniel P. Hindman
    Publisher: American Society of Civil Engineers
    Abstract: Previous research of structural composite lumber connections loaded perpendicular to grain has shown brittle failure by splitting. In previous testing, two different laminated veneer lumber (LVL) materials with single and ...
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    Evaluation of Keyed-Through Tenon Joints for Timber Frame Construction 

    Source: Practice Periodical on Structural Design and Construction:;2015:;Volume ( 020 ):;issue: 004
    Author(s): Lance D. Shields; Daniel P. Hindman
    Publisher: American Society of Civil Engineers
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    Cold-Formed Steel Reinforcement for Improperly Cut Wood Composite I-Joists 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 004
    Author(s): Daniel P. Hindman; Joseph R. Loferski
    Publisher: American Society of Civil Engineers
    Abstract: Wood composite I-joists have become an attractive option for floor joists in residential construction. One disadvantage of I-joists is the restrictions on hole size and the inability to notch the top compression flange. ...
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    Acoustical Properties of Southern Pine Cross-Laminated Timber Panels 

    Source: Journal of Architectural Engineering:;2020:;Volume ( 026 ):;issue: 002
    Author(s): Daniel P. Hindman; Matthew V. Golden
    Publisher: ASCE
    Abstract: Cross-laminated timber (CLT) is composed of a series of lumber layers placed orthogonally to create a thick panel. Advantages of CLT construction include reduced construction time, lighter structural elements, and reduced ...
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    Metal Plate–Connected Wood Trusses Exposed to Out-of-Plane Lateral Loads 

    Source: Journal of Architectural Engineering:;2016:;Volume ( 022 ):;issue: 003
    Author(s): Lori M. Koch; Daniel P. Hindman; Tonya Smith-Jackson
    Publisher: American Society of Civil Engineers
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