Local Buckling of Composite FRP Shapes by Discrete Plate Analysis

Author:

Qiao Pizhong123,Davalos Julio F.123,Wang Jialai123

Affiliation:

1. Asst. Prof., Dept. of Civ. Engrg., The Univ. of Akron, Akron, OH 44325-3905. E-mail: qiao@uakron.edu

2. C. W. Benedum Distinguished Teaching Professor, Dept. of Civ. and Envir. Engrg., West Virginia Univ., Morgantown, WV 26506-6103.

3. Grad. Res. Asst. and Doctoral Student, Dept. of Civ. Engrg., The Univ. of Akron, Akron, OH.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Bank L. C. Nadipelli M. and Gentry T. R. (1994a). . “Local buckling and failure of pultruded fiber-reinforced plastic beams.” ASME J. Engrg. Mat. and Technol. 116 233–237.

2. Bank L. C. Nadipelli M. Gentry T. R. and Yin J. S. (1994b). . “Local buckling of pultruded FRP beams: Theory and experiment.” Proc. Struct. Congr. '94 N. C. Baker and B. J. Loodno eds. ASCE New York 417–422.

3. Bank L. C. and Yin J. S. (1996). “Buckling of orthotropic plates with free and rotationally restrained unloaded edges.” Thin-Walled Struct. 24 83–96.

4. Banks W. M. and Rhodes J. (1981). “The post-buckling behavior of composite box sections.” Proc. Int. Conf. on Compos. Struct. Applied Science Publishers Essex England 402–414.

5. Banks W. M. and Rhodes J. (1983). “The instability of composite channel sections.” Proc. Int. Conf. on Compos. Struct. Applied Science Publishers Essex England 442–452.

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