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Erratum for “Stress-Strain-Temperature Relationship for Structural Steel” by K. W. Poh
Publisher: American Society of Civil Engineers
General Creep-Time Equation
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 ...
General Stress-Strain Equation
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 ...
General Expansion-Temperature Equation
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 ...
Stress-Strain-Temperature Relationship for Structural Steel
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 ...
Behavior of Steel Columns at Elevated Temperatures
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 ...
Closure to “Analysis of Structural Members under Elevated Temperature Conditions” by K. W. Poh and I. D. Bennetts
Publisher: American Society of Civil Engineers
Analysis of Structural Members under Elevated Temperature Conditions
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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