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Composite materials can be distinguished from the other engineering materials based on character of them and its constituent. Composite materials are composed of two or more physically distinct phases whose combination produces aggregate properties that are different from those of its constituents. Altought constituent materials act in concert, they are the individual materials that make up a composite material and do not dissolve or merge into each other. Their properties can be compared by their phase in composite (matrix or reinforcement/dispersed) and their material form (MMC, CMC, PMC).
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Name : Redika Ardi Kusuma
Student ID : F301404 / URSEP
Composite Materials Fundamental Consideration
Composite materials can be distinguished from the other engineering materials based on
character of them and its constituent. Composite materials are composed of two or more physically
distinct phases whose combination produces aggregate properties that are different from those of
its constituents. Altought constituent materials act in concert, they are the individual materials that
make up a composite material and do not dissolve or merge into each other. Their properties can be
compared by their phase in composite (matrix or reinforcement/dispersed) and their material form
(MMC, CMC, PMC).
Parameter effects on the mechanical properties of composites materials include distribution,
concentration, orientation, shape, and size of reinforcement phase. Mechanical properties of the
composites material depend on fiber mechanical properties (critical fiber lenght) and how much load
the matrix can transmit to the fiber depending on the interfacial fiber-matrix bond. In detail, critical
fiber length depends on fiber diameter, fiber tensile strength, and fiber-matrix bond strength.
To predict various properties of a composite material made up of continuous and
unidirectional fibers, we can use a mean name Rule of mixtures. It provides a theoretical upper- and
lower-bound on properties such as elastic modulus. In this rule, upper bound modulus that
corresponds to loading parallel to the fibers may be as high as: Ec = VmEm+VpEp, whereas lower
bound modulus that corresponds to tranverse loading may be as low as: 1/Ec = Vm/Em + Vp/Ep. The
actual elastic modulus lies between the curve formed by those equation. The actual values differ
from theoritical value (rule of mixture) because particle isn’t homogeneous and there is sometimes
no perfect bounding between matrix and fibre.