Initial Residual Stresses in Hot-Rolled Wide-Flange Shapes: A Computational Technique and Influence on Structural Performances
Author:
Affiliation:
1. Staff Scientist, Applied Research Associates, Inc., Raleigh, NC 27615 (corresponding author).
2. Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001739
Reference63 articles.
1. Residual stresses in steel members: a review of available analytical expressions
2. AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC Standard 360–10 Chicago.
3. Alpsten G. A. (1968). “Thermal residual stresses in hot-rolled steel members.” Rep. No. 337.3 Lehigh Univ. Bethlehem PA.
4. Alpsten G. A. (1972). “Prediction of thermal residual stresses in hot-rolled plates and shapes of structural steel.” Rep. No. 16.4 Swedish Institute of Steel Construction Stockholm Sweden.
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