Journal
JOURNAL OF STRUCTURAL ENGINEERING-ASCE
Volume 129, Issue 11, Pages 1503-1513Publisher
ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)0733-9445(2003)129:11(1503)
Keywords
buckling; fiber reinforced plastics; composite structures; cross sections; beams; columns
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The local buckling analysis of fiber reinforced plastic (FRP) 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 (D-11, D-22, D-12, D-66) of each wall segment. The utility of the method is demonstrated by numerical examples.
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