Axial and lateral buckling analysis of kevlar/epoxy fiber-reinforced composite laminates incorporating silica nanoparticles

被引:36
作者
Ozbek, Ozkan [1 ]
机构
[1] Kilis 7 Aralik Univ, Fac Engn & Architecture, Mech Engn Dept, TR-79000 Kilis, Turkey
关键词
axial and lateral buckling; Kevlar; epoxy composite; silica nanoparticle; POSTBUCKLING ANALYSIS; FRACTURE-TOUGHNESS; NANO-SILICA; BEHAVIOR; PLATES; BEAMS; EPOXY; STABILITY; VIBRATION; DELAMINATION;
D O I
10.1002/pc.25886
中图分类号
TB33 [复合材料];
学科分类号
摘要
The aim of this study was to experimentally determine the effect of silica nanoparticles (NS) on the buckling characteristics of Kevlar/epoxy fiber reinforced composite laminates. The composite samples with different weight fractions of NS particles, namely 0.0, 0.5, 1.0, 1.5 and 2.5 wt%, were prepared by vacuum assisted resin transfer molding (VARTM) and subjected to axial and lateral buckling tests. Additionally, the buckling tests were performed on the samples with different lengths (125, 150, 175, 200 and 225 mm) to analyze in more detail the influence of NS fractions on axial and lateral buckling performances. Morphology and failure mechanisms of the samples were analyzed using scanning electron microscopy images of critical regions of each sample. The results showed that the incorporation of NS particles led to higher critical buckling load values for both axial and lateral buckling. The highest critical buckling load values for both axial and lateral buckling events were observed for 1.5 wt% NS particle content in Kevlar/epoxy composite laminates. Further increasing of NS resulted with the decrements in critical buckling loads because of poor interfacial bonding between NS particles and epoxy resin, primarily due to onset of agglomeration. As it is expected the decreases in length of samples resulted with significant increases in both the axial and lateral buckling characteristics. The results of this research can be used to design composites with high buckling resistance, especially for applications where loading may compromise structural stability and functionality, such as tall buildings, structural bridges and roofs, rail tracks.
引用
收藏
页码:1109 / 1122
页数:14
相关论文
共 64 条
[1]   An investigation on buckling of composite laminated plates with corner circular notches [J].
Akbulut, Hamit ;
Ural, Tolga .
JOURNAL OF THERMOPLASTIC COMPOSITE MATERIALS, 2007, 20 (04) :371-387
[2]   Nano-silica inclusion effects on mechanical and dynamic behavior of fiber reinforced carbon/Kevlar with epoxy resin hybrid composites [J].
Alsaadi, Mohamad ;
Bulut, Mehmet ;
Erklig, Ahmet ;
Jabbar, Arkan .
COMPOSITES PART B-ENGINEERING, 2018, 152 :169-179
[3]   Experimental and analytical study of buckling strength of new quaternary hybrid nanocomposite using Taguchi method for optimization [J].
Azadi, Reza ;
Rostamiyan, Yasser .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 88 :212-224
[4]  
Barati MR, 2019, MECH ADV MATER STRUC, V26, P503, DOI [10.1080/15376494.2018.1444235, 10.1080/15376494.2017.1400622]
[5]   Post-buckling analysis of refined shear deformable graphene platelet reinforced beams with porosities and geometrical imperfection [J].
Barati, Mohammad Reza ;
Zenkour, Ashraf M. .
COMPOSITE STRUCTURES, 2017, 181 :194-202
[6]   EULER BUCKLING OF THIN-WALLED COMPOSITE COLUMNS [J].
BARBERO, E ;
TOMBLIN, J .
THIN-WALLED STRUCTURES, 1993, 17 (04) :237-258
[7]   Axial and lateral buckling analysis of fiber reinforced S-glass/epoxy composites containing nano-clay particles [J].
Bozkurt, Omer Yavuz ;
Bulut, Mehmet ;
Erklig, Ahmet ;
Faydh, Waleed Ahmed .
COMPOSITES PART B-ENGINEERING, 2019, 158 :82-91
[8]   Hybridization Effects on Charpy Impact Behavior of Basalt/Aramid Fiber Reinforced Hybrid Composite Laminates [J].
Bozkurt, Omer Yavuz ;
Erklig, Ahmet ;
Bulut, Mehmet .
POLYMER COMPOSITES, 2018, 39 (02) :467-475
[9]  
Bozkurt OY., 2017, PERIOD ENG NAT SCI, V5, P322
[10]   The influence of silicate-based nano-filler on the fracture toughness of epoxy resin [J].
Brunner, A. J. ;
Necola, A. ;
Rees, M. ;
Gasser, Ph. ;
Kornmann, X. ;
Thomann, R. ;
Barbezat, M. .
ENGINEERING FRACTURE MECHANICS, 2006, 73 (16) :2336-2345