Nonuniform Torsion of Composite Bars by Boundary Element Method
Author:
Affiliation:
1. Member, ASCE
2. Lect., Dept. of Civ. Engrg., Nat. Tech. Univ., Zografou Campus, GR-157 73 Athens, Greece.
3. Doctoral Student, Inst. of Struct. Anal., Nat. Tech. Univ., Zografou Campus, GR-157 73 Athens, Greece.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A9%28945%29
Reference26 articles.
1. “Torsion of multilayered rectangular section.”;Booker J. R.;J. Engrg. Mech. Div.,1971
2. Bornscheuer F. W. ( 1952). “Beispiel und Formelsammlung zur Spannungsberechnung Dünnwandiger Stäbe mit Wölbbehindertem Querschnitt.” Der Stahlbau 21(12) 225–232 (in German).
3. Bornscheuer F. W. ( 1953). “Beispiel und Formelsammlung zur Spannungsberechnung Dünnwandiger Stäbe mit Wölbbehindertem Querschnitt.” Der Stahlbau 22(2) 32–44 (in German).
4. Chou S. I. and Mohr J. A. ( 1990). “Boundary integral method for torsion of composite shafts.” Int. J. Struct. Mech. and Mat. Sci. 29 41–56.
5. Cornelius W. ( 1951). “Über den Einfluss der Torsionssteifigkeit auf die Verdrehung von Tragwerken.” MAN—Forschungsheft 39–65 (in German).
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