LOCAL BUCKLING OF FIBER REINFORCED PLASTIC COMPOSITE STRUCTURAL MEMBERS WITH OPEN AND CLOSED CROSS SECTIONS
Local buckling analysis of fiber reinforced plastic composite open and closed thin-walled section beams and columns is presented. Explicit expressions are developed for axially loaded and for bent box-, I-, C-, Z-, and L-members. These simple, explicit formulas contain the width and the bending stiffnesses of each wall segment. The utility of the method is demonstrated by numerical examples.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/07339445
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Kollar, L P
- Publication Date: 2003-11
Language
- English
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 1503-13
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Serial:
- Journal of Structural Engineering
- Volume: 129
- Issue Number: 11
- Publisher: American Society of Civil Engineers
- ISSN: 0733-9445
- Serial URL: http://ascelibrary.org/loi/jsendh
Subject/Index Terms
- TRT Terms: Beams; Buckling; Columns; Composite materials; Cross sections; Fiber reinforced materials; Structural deterioration and defects; Structural engineering; Structural members; Structural supports
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00964647
- Record Type: Publication
- Files: TRIS
- Created Date: Oct 31 2003 12:00AM