2020
DOI: 10.1016/j.compstruct.2020.112317
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Analysis of failure modes for a non-crimp basalt fiber reinforced epoxy composite under flexural and interlaminar shear loading

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Cited by 23 publications
(6 citation statements)
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“…In general, UD composites with fibres oriented in the span direction (0°) shows the domination of compressive failure as the compressive strength is typically lower than the tensile strength. 26 The same trend can be seen in Figure 13. The fibre buckling/kinking at the compression side of the specimen and mass accumulation of fibres without breakages at the tension side of the specimen are the dominating failure modes observed in the UD Kevlar®/PP composites.
Figure 13.Microscopic view of (a) compression and (b) tensile failure sides of the UD Kevlar®/PP COM composites.
…”
Section: Resultssupporting
confidence: 75%
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“…In general, UD composites with fibres oriented in the span direction (0°) shows the domination of compressive failure as the compressive strength is typically lower than the tensile strength. 26 The same trend can be seen in Figure 13. The fibre buckling/kinking at the compression side of the specimen and mass accumulation of fibres without breakages at the tension side of the specimen are the dominating failure modes observed in the UD Kevlar®/PP composites.
Figure 13.Microscopic view of (a) compression and (b) tensile failure sides of the UD Kevlar®/PP COM composites.
…”
Section: Resultssupporting
confidence: 75%
“…Unlike the tensile strength test, which is fibre dominating property, the flexural strength is dominated mainly by the matrix system. 26 A total of five composite specimens with a thickness of 2.7 ± 0.1 mm and span length of 100 mm are flexed at a cross head velocity of 2 mm/min using a universal testing machine (T-72052, DAK Systems, Mumbai, India) equipped with 5kN load cell. The flexural strength (MPa) and modulus (GPa) are determined using equations (6) and (7), respectively.Where, FS and FM indicate flexural strength (MPa) and flexural modulus (GPa), while P represents peak load (N), L is the supporting span length (m), and B and D are the width and thickness of the composite (m).…”
Section: Materials Characterizationmentioning
confidence: 99%
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“…Several works have given an overview on the different properties of glass-plant hybrid composites [9][10][11]. In recent years, there has been substantial interest in the application of basalt fibres as reinforcement of polymer matrices mainly as replacement for glass fibres in view of their advantages in terms of environmental cost relative to their chemical and mechanical properties [12][13][14]. This has triggered the development of hybrids including plant fibre and basalt fibre laminates [15][16][17][18][19][20].…”
Section: Introductionmentioning
confidence: 99%
“…This interchangeably incorporates the desired mechanical properties from each reinforcement while minimizing undesired behavior [18,23]. Basalt fibre is known to offer high strength and modulus but being brittle in nature it is often hybridized with ductile aramid fibres [59,60]. Ductile materials like aramid absorb most of the applied load in the form of plastic deformation, hence they attain lower tensile strength.…”
Section: Tensile Propertiesmentioning
confidence: 99%