2014
DOI: 10.12989/scs.2014.17.4.359
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Buckling behavior of pultruded composite beams with circular cutouts

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Cited by 12 publications
(12 citation statements)
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“…They found that fiber orientation angle has strong influence on plate buckling load. Moreover, numerical and experimental studies, carried out by Aktas and Balcioglu [13] on pultruded composite beams with circular cutouts revealed that buckling load can be enhanced 11 times by changing rowing orientation angle. Tercan and Aktas [14] analyzed rib knitting glass/epoxy laminated plates with cutouts where they focused on the tightness level of knitted fabrics.…”
Section: Introductionmentioning
confidence: 99%
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“…They found that fiber orientation angle has strong influence on plate buckling load. Moreover, numerical and experimental studies, carried out by Aktas and Balcioglu [13] on pultruded composite beams with circular cutouts revealed that buckling load can be enhanced 11 times by changing rowing orientation angle. Tercan and Aktas [14] analyzed rib knitting glass/epoxy laminated plates with cutouts where they focused on the tightness level of knitted fabrics.…”
Section: Introductionmentioning
confidence: 99%
“…From the above literature review, it was found that even though theoretical formulations of solving critical buckling loads of structures are successful [4,5] but plates with cutouts have got limitations [1][2][3]. Based on Finite Element formulations and experimental studies, plates with different cutout shapes [6][7][8][9][10][11][12][13][19][20][21][22][23][24][25][26][27][28][29] and reinforcements [15][16][17][18] were studied but comprehensive studies based on all major cutouts are notably limited. This paper addresses the effect of all major cutout shapes (circular, square, horizontal ellipse, vertical ellipse and diamond) and sizes, plate aspect ratio, ply thickness and fiber orientation angle on the buckling behavior of E-glass composite plate.…”
Section: Introductionmentioning
confidence: 99%
“…In order to present buckling response of structural members (columns, beams) under different loading conditions, many numerical and experimental studies were made by researchers [3][4][5][6][7][8][9][10][11][12][13][14][15][16][17]. The present study focuses on the crosssection behavior of steel channel sections subjected to minor-axis bending.…”
Section: Introductionmentioning
confidence: 99%
“…The delaminated area also affected the residual strength [8,9]. It was found that the composite CAI strength with parallel damage side was lower than that of a sample with vertical line damage side [10]. The composite structure under the CAI load showed micro fiber buckling and kinking.…”
Section: Introductionmentioning
confidence: 99%