Spatial Stability of Nonsymmetric Thin-Walled Curved Beams. I: Analytical Approach-Reference-Cited by-同舟云学术

Spatial Stability of Nonsymmetric Thin-Walled Curved Beams. I: Analytical Approach

Published:2000-05 Issue:5 Volume:126 Page:497-505
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Kim Moon-Young¹²³,Min Byoung-Cheol¹²³,Suh Myung-Won¹²³

Affiliation:

1. Assoc. Prof., Sungkyunkwan Univ., Dept. of Civ. Engrg., Jangan-Ku, Suwon, 440-746, South Korea.

2. Grad. Student, Sungkyunkwan Univ., Dept. of Civ. Engrg., Jangan-Ku, Suwon, 440-746, South Korea.

3. Assoc. Prof., Sungkyunkwan Univ., Dept. of Mech. Engrg., Jangan-Ku, Suwon, 440-746, South Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A5%28497%29

Reference34 articles.

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2. Argyris J. H. Hilpert O. Malejannakis G. A. and Scharpf D. W. (1979). “On the geometrical stiffness of a beam in space—a consistent V.W. approach.” Comput. Methods Appl. Mech. Engrg. 20 105–131.

3. Argyris J. H. and Symeonidis Sp. (1981). “Nonlinear finite element analysis of elastic systems under nonconservative loading—natural formulation: Part I. Quasistatic problems.” Comput. Methods Appl. Mech. Engrg. 26 75–123.

4. Barsoum R. S. and Gallagher R. H. (1970). “Finite element analysis of torsional and torsional-flexural stability problems.” Int. J. Numer. Methods in Engrg. 2(3) 335–352.

5. Stability of Shear Deformable Thin-Walled Space Frames and Circular Arches

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