Discussion of “Local Buckling of Fiber Reinforced Plastic Composite Structural Members with Open and Closed Cross Sections” by Làszlò P. Kollàr
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Structural Engineering
Volume 131, Issue 5
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References
Kollàr, L. P. (2002). “Buckling of undirectionally loaded composite plates with one end free and one rotationally restrained unloaded edge.” J. Struct. Eng., 128(9), 1202–1211.
Kollàr, L. P. (2003). “Local buckling of fiber-reinforced plastic composite structural members with open and closed cross section.” J. Struct. Eng., 129(11), 1503–1513.
Lane, A. (2002). “An experimental investigation of buckling mode interaction in PFRP columns,” PhD thesis, Univ. of Warwick, U.K.
Mottram, J. T. (2004a). “Determination of critical load for flange buckling in concentrically loaded pultruded columns.” Composites, Part B, 35(1), 35–47.
Mottram, J. T. (2004b). “Shear modulus of standard pultruded fiber reinforced plastic material.” J. Compos. Constr., 8(2), 141–147.
“Structural plastics design manual.” (1984). ASCE Manuals and Reports on Engineering Practice, No. 63, American Society of Civil Engineers, Reston, Va.
The new and improved Pultex® pultrusion global design manual of pultex standard and custom fiber reinforced polymer structural sections. (2001). Vol. 3, Revision 1, Creative Pultrusions Inc., Alum Bank, Pa.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 131 • Issue 5 • May 2005
Pages: 851 - 853
Copyright
© 2005 ASCE.
History
Published online: May 1, 2005
Published in print: May 2005
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