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    Erratum for “Stress-Strain-Temperature Relationship for Structural Steel” by K. W. Poh 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 002
    Author(s): K. W. Poh
    Publisher: American Society of Civil Engineers
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    General Creep-Time Equation 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 002
    Author(s): K. W. Poh
    Publisher: American Society of Civil Engineers
    Abstract: The creep behavior of metallic materials is frequently studied using creep tests carried out under constant load and constant temperature conditions. This paper presents a general equation that precisely describes the ...
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    General Stress-Strain Equation 

    Source: Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 004
    Author(s): K. W. Poh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a general stress-strain equation that expresses stress explicitly in terms of strain in a single continuous curve. It allows various features such as linear-elastic range, upper yield peak, plastic ...
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    General Expansion-Temperature Equation 

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 002
    Author(s): K. W. Poh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a continuous, multilinear expression that can be used as a general expansion-temperature equation. The equation can accommodate an unlimited number of connected linear portions. Therefore, it can be ...
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    Stress-Strain-Temperature Relationship for Structural Steel 

    Source: Journal of Materials in Civil Engineering:;2001:;Volume ( 013 ):;issue: 005
    Author(s): K. W. Poh
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a new mathematical relationship for representing the stress-strain behavior of structural steel at elevated temperatures. The relationship is constructed by fitting two versatile, continuous equations ...
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    Behavior of Steel Columns at Elevated Temperatures 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): K. W. Poh; I. D. Bennetts
    Publisher: American Society of Civil Engineers
    Abstract: A general numerical procedure to analyze the behavior of load-bearing members under elevated temperature conditions has been developed by the writers. In this paper, the results obtained by using the numerical procedure ...
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    Closure to “Analysis of Structural Members under Elevated Temperature Conditions” by K. W. Poh and I. D. Bennetts 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): K. W. Poh; I. D. Bennetts
    Publisher: American Society of Civil Engineers
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    Analysis of Structural Members under Elevated Temperature Conditions 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): K. W. Poh; I. D. Bennetts
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a general numerical method to calculate the nonlinear behavior of load-bearing members under elevated temperature conditions. The method, although similar in concept to earlier approaches, differs with ...
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