Mechanical properties of composites reinforced with natural fibre fabrics.
Terciu, Ovidiu Mihai ; Curtu, Ioan ; Stanciu, Mariana Domnica 等
Abstract: The paper presents some experimental research results
from testing composite materials reinforced with natural fibres fabrics,
subjected to tensile stress. The research aims to determine the main
mechanical properties of new materials necessary to simulate the
behaviour of structures made of these natural fibre reinforced
materials. Aspects regarding influence of layers orientation of natural
fibres fabrics are presented
Key words: composite materials, tensile tests, weave fabrics,
natural fibres, epoxy resin
1. INTRODUCTION
In the recent years, due to negative environmental effects of
plastic and metal materials, which are heavily degradable, there are
worldwide concerns for producing composite structures reinforced with
natural fibres (Bismarck et al., 2006). One of the essential
requirements to achieve this material structure is the compatibility
between natural fibres used for reinforcing the composite material and
the matrix (Kim et al., 2006; Cristaldi et al., 2010). Moreover it is
essential having the possibility of obtaining materials with
predetermined properties and a unitary structure. Unlike composites
reinforced with a layer of random fibres, called mat fabric, weave
fabrics reinforced composites offer some advantages such as: durability
and impact resistance, the possibility to have different material
thickness given by the number of used layers, the orientation of the
layers for obtaining superior properties in certain directions and the
possibility of adding other materials filling between layers to improve
thermal and acoustic insulation properties and reduce weight of parts
made from these materials (Nemr et al, 2011). New composite materials
are present on the market as lower priced products, compared with the
classic products and are being used for special purposes such as the
automotive industry.
2. MATERIALS AND METHODS
The material called FEO (Flex/Epoxy/Oak) has a matrix of epoxy
resin reinforced with flax fibres fabrics, for example type 14/1 (14
yams/1 cm) in the warp and weft, and in the matrix was added as filler,
oak or spruce wood flour, as can be seen in Figure 1.
[FIGURE 1 OMITTED]
Plates from which were taken samples were manufactured by handing
lay-up process of 6 layers reinforced with flax fibres fabrics, arranged
in the same direction towards the longitudinal direction of the plate.
The fibres fabric is formed of warp and weft direction and was placed on
the length of the plate with warp yarns. In Figure 2.a can be see both
directions of the yams, the warp and weft. From the composite plates
were cut for tensile tests, six samples in longitudinal direction of the
plate and five samples in transverse direction of the plate (Fig. 2.b),
and other two sets of five specimens for determining Poisson's
ratio. The samples have the specific shape and dimensions of tensile
test composite materials reinforced with fibre, according to ASRO SR EN
ISO 527 (Cerbu et al., 2008).
[FIGURE 2 OMITTED]
Tensile test is known to be the most important and commonly used
static test due to the procedure's simplicity on obtaining the
strength and stiffness characteristics.
The equipment used is a tensile test machine with constant speed,
provided with specimen fixing devices. In order to measure the specific
elongation of the specimen was used an extension measuring instrument
and in order to determine Poisson's ratio was used digital image
correlation (DIC) method (Fig. 3.b).
[FIGURE 3 OMITTED]
3. RESULTS AND DISCUSSION
After processing the machine data, tensile tests diagrams
(F-[DELTA]L) were made, as presented in Figure 4. Breaking force varies
depending on the direction from where the specimen was cut. For
specimens cut on longitudinal (warp yams) direction the force ranges
from 1.53 kN to 2.18 kN and for the ones cut on the weft direction, it
ranges from 2.42 kN to 2.94 kN.
[FIGURE 4 OMITTED]
Figure 5 presents variations in tensile strength of specimens cut
on both directions. Tests showed that the material had a better
resistance when applied in the direction of the weft yams fabric used to
reinforce composites. On the longitudinal direction of the plate was
recorded maximum tensile strength of 32.57 MPa and on the transverse
direction of the plate was recorded a tensile strength of 42.03 MPa.
[FIGURE 5 OMITTED]
Table 1 presents the mechanical properties of the material, for the
two-way direction of stresses applied, both longitudinally and
transversally. Although natural fibre fabric has a symmetrical
construction on both directions, type 14/1, tests revealed significant
differences in mechanical properties of the two directions.
The absorbed energy required to produce a fracture, per area unit
or mechanical work done during the break, per area unit is equal with
area under the curve [sigma] = f (r), as shown in Figure 6. Tests have
shown that the energy absorbed by the specimen is greater when the
material is applied in the direction of the weft yam fabric, as shown in
Figure 6.
[FIGURE 6 OMITTED]
4. CONCLUSION
Knowledge of mechanical properties on both directions of composite
materials reinforced with natural fibre fabrics is very useful to
designers, to make advanced structures, with applications to interior
automotive components and furniture with complex shapes. One of the
advantages of the proposed composite material is that it can make
automotive interior components with visible surfaces and a natural
texture and colour change material can only be achieved by replacing the
wood species used as filler particles.
Natural fibre reinforced composites are materials of the future,
sustainable and biodegradable with minimal effects on the environment.
5. ACKNOWLEDGEMENTS
This paper is supported by the Sectoral Operational Programme Human
Resources Development (SOP HRD), financed from the European Social Fund
and by the Romanian Government under the contract number
POSDRU/88/1.5/S/59321
6. REFERENCES
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Cristaldi, G.; Latteri, A.; Recca, G. & Cicala, G. (2010).
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Tab. 1. Mechanical properties results from tests
Mechanical properties Average value Average value
of lignocelluloses material for the warp for the weft
studied (FEO) direction direction
Stiffness, N/m 7259254.27 9155033.62
Young's Module, MPa 8657.566 10417.946
Stress at Maximum Load, MPa 26.3973 37.3317
Strain at Maximum Load 0.00403 0.003698
Energy absorbed by the 105569.098 135815.622
specimen, Nmm
Load at Break, kN 1.7774 2.6033
Stress at Break, MPa 26.0802 37.1255
Strain at Break 0.0041 0.00345
Poisson's ratio 0.3371 0.3395