journal article·2016-08

Hybridization effects on lateral buckling behavior of laminated composite beams

Eyüp Yeter, Ahmet Erkliğ, Mehmet Bulut

Polymer Composites· Volume 37· Issue 8
Publisher page

Abstract

The aim of this study is to investigate the influence of hybridization on lateral buckling behavior of composite beams consists of symmetrical and unsymmetrical ply orientations, various cutout shapes, and length/thickness ratio. Carbon, S‐glass, and Aramid fibers are used as reinforcement with epoxy resin. Experiments are performed to see the effects of various combinations of fibers on lateral bucking loads with [(0/90)3]s, [(30/‐60)3]s, [(45/‐45)3]s symmetrical, and [(0/90)6]us unsymmetrical ply orientations. Numerical studies are also performed to see the effects of length/thickness ratio, and various cutout shapes on the lateral buckling loads using finite element analysis software ANSYS. It is concluded that stiffness and shear properties are affecting the lateral buckling characteristics of the composite beams. Also, fibers having higher stiffness and higher shear properties in the upper layers increase the lateral buckling strength. POLYM. COMPOS., 37:2511–2521, 2016. © 2015 Society of Plastics Engineers
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Research context

OpenAlex topics: Mechanical Behavior of Composites · Composite Structure Analysis and Optimization · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Mechanical Engineering Department Faculty of Engineering and Architecture, University of Bitlis Eren 1300 Bitlis Turkey

Mechanical Engineering Department Faculty of Engineering, University of Gaziantep 27310 Gaziantep Turkey

Funding

Scientific Research Project Center of Gaziantep University

References (43)

Show source-provided references
1. 10.1016/j.compstruct.2013.04.01910.1016/j.compstruct.2013.04.019 ↗
2. Vlasov V. · 1963
3. Timoshenko S.P. · 1961
4. 10.1016/0020-7683(84)90039-810.1016/0020-7683(84)90039-8 ↗
5. 10.1016/0010-4361(92)90108-710.1016/0010-4361(92)90108-7 ↗
6. 10.1016/S0020-7683(02)00236-610.1016/S0020-7683(02)00236-6 ↗
7. 10.1016/j.tws.2004.03.01510.1016/j.tws.2004.03.015 ↗
8. 10.1016/j.jcsr.2005.09.01210.1016/j.jcsr.2005.09.012 ↗
9. 10.1016/j.engstruct.2006.09.01710.1016/j.engstruct.2006.09.017 ↗
10. 10.1016/j.ijmecsci.2007.01.00710.1016/j.ijmecsci.2007.01.007 ↗
11. 10.1016/j.tws.2007.09.00110.1016/j.tws.2007.09.001 ↗
12. 10.1016/j.ijnonlinmec.2007.12.01910.1016/j.ijnonlinmec.2007.12.019 ↗
13. 10.1016/j.compstruc.2011.07.00610.1016/j.compstruc.2011.07.006 ↗
14. 10.1016/0263-8231(96)00012-210.1016/0263-8231(96)00012-2 ↗
15. 10.1016/S0263-8223(97)00059-710.1016/S0263-8223(97)00059-7 ↗
16. Qiao P. · 2002
17. Kabir M.Z. · Trans. A Civil Eng. · 2010 · 17 · 262
18. 10.1016/S0263-8231(02)00043-510.1016/S0263-8231(02)00043-5 ↗
19. 10.1016/j.engstruct.2005.02.01810.1016/j.engstruct.2005.02.018 ↗
20. 10.1016/j.engstruct.2007.08.00910.1016/j.engstruct.2007.08.009 ↗
21. 10.1016/j.engstruct.2006.03.02410.1016/j.engstruct.2006.03.024 ↗
22. 10.1142/S021945540700230710.1142/S0219455407002307 ↗
23. 10.1016/S1359-8368(97)00022-X10.1016/S1359-8368(97)00022-X ↗
24. 10.1061/(ASCE)0733-9399(1998)124:7(754)10.1061/(ASCE)0733-9399(1998)124:7(754) ↗
25. 10.1016/S0263-8231(01)00009-X10.1016/S0263-8231(01)00009-X ↗
26. 10.1016/0263-8223(95)00018-610.1016/0263-8223(95)00018-6 ↗
27. 10.1016/0263-8223(96)00022-010.1016/0263-8223(96)00022-0 ↗
28. 10.1177/073168440303558410.1177/0731684403035584 ↗
29. 10.1016/j.compstruc.2011.07.00510.1016/j.compstruc.2011.07.005 ↗
30. 10.1016/S0045-7949(00)00195-410.1016/S0045-7949(00)00195-4 ↗
31. 10.1016/S0141-0296(02)00016-010.1016/S0141-0296(02)00016-0 ↗
32. 10.1016/j.jsv.2009.04.02210.1016/j.jsv.2009.04.022 ↗
33. 10.1016/j.compositesb.2008.07.00510.1016/j.compositesb.2008.07.005 ↗
34. Balcıoğlu H.E. · Indian J. Eng. Mater. Sci. · 2013 · 20 · 367
35. 10.1016/j.compstruct.2004.07.02410.1016/j.compstruct.2004.07.024 ↗
36. Sayer M. · Pamukkale University J. Eng. Sci. · 2009 · 15 · 337
37. 10.1016/j.compositesa.2009.04.02810.1016/j.compositesa.2009.04.028 ↗
38. 10.1016/j.compstruct.2009.10.03610.1016/j.compstruct.2009.10.036 ↗
39. 10.1016/j.matdes.2010.02.04510.1016/j.matdes.2010.02.045 ↗
40. 10.1016/S0266-3538(01)00048-310.1016/S0266-3538(01)00048-3 ↗
41. 10.1177/073168440606675010.1177/0731684406066750 ↗
42. 10.1016/S0263-8223(01)00080-010.1016/S0263-8223(01)00080-0 ↗
43. 10.1016/j.compositesb.2005.04.00310.1016/j.compositesb.2005.04.003 ↗