Behavior and Design of Concentrically Loaded Pultruded Angle Struts
Author:
Affiliation:
1. Prof., Struct. Engrg., Mech., and Mat., Georgia Inst. of Technol., Atlanta, GA 30332.
2. Asst. Prof., Dept. of Civ. Engrg., Univ. of New Hampshire, Durham, NH 03824.
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%290733-9445%282000%29126%3A3%28406%29
Reference18 articles.
1. Adluri M. R. and Madugula M. (1996). “Torsional-flexural buckling strength of steel angles.” Can. J. Civ. Engrg. 23 260–271.
2. Bauld N. R. and Tzeng L. (1984). “A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections.” Int. J. Solids and Struct. 20(3) 277–297.
3. “Probability-based load criteria: Load factors and load combinations.”;Ellingwood B.;J. Struct. Div.,1982
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