- •Главная
- •1.1 Напряжений и концентраторы
- •1.1.3 Концентраторы напряжения
- •1.3 Stress concentration factor
- •1.7 Elastic-plastic stress concentration
- •1.8 Joints: bolts and welds
- •3. Механические свойства конструкционных материалов
- •3.1 Напряженности испытания
- •3.2 Stress - strain diagram
- •3.3 Testing schemes
- •3.4 Strength
- •4 Прочность материалов
- •4.1 Tension and compression
- •4.2 Shear and torsion
- •4.3 Stress-strain state
- •4.4 Bending: force and moment diagrams
- •4.5 Geometrical characteristics of sections
- •4.6 Bending: stress and deformation
- •4.7 Mixed mode loading
- •4.8 Buckling
- •4.9 Statically indeterminate systems
- •4.10 Three-dimensional structures
- •References
- •5. Theory of elasticity
- •5.1 Deformation
- •5.2 Stress
- •5.3 Hooke's law
- •5.4 Plane problems
- •5.5 Torsion
- •5.6 Bending
- •5.7 Polar coordinates
- •5.8 Plates
- •5.9 Shells
- •5.10 Contact stresses
- •6.2 Distribution functions
- •6.3 Structural models of reliability
- •6.4 Limiting state
- •6.5 Dispersion
- •6.6 Durabilty
- •6.7 Design by reliability criterion
- •6.8 Risk
- •6.9 Safety classes
- •6.10 Risk : structural and social
- •References
- •7 Materials science
- •7.1 Crystalline solids
- •7.2 Mechanical properties
- •7.3 Failure
- •7.4 Phase diagrams
- •7.5 Heat treatment of metals and alloys
- •7.6 Corrosion of metals and alloys
- •7.7 Casting
- •7.8 Polymers
- •7.9 Composites
- •7.10 Forming of metals
- •8.2 Mechanical properties
- •8.3 Stress concentration
- •8.4 Defects
- •8.5 Residual Stress
- •8.6 Strength
- •8.7 Fatigue strength
- •8.8 Fracture
- •8.9 Weldability
- •References
- •9 Composites
- •9.1 Structure of composites
- •9.2 Fibers
- •9.3 Rigidity
- •9.4 Strength
- •9.5 Crack resistance
- •9.6 Optimization
- •9.7 Fatigue and temperature effect
- •9.8 Reliability
- •9.9 Joints
- •9.10 Material selection
- •References
- •10 Finite element analysis
- •10.1 Finite element method
- •10.2 Finite elements
- •10.3 Meshing
- •10.4 Boundary conditions
- •10.5 Deformation
- •10.6 Accuracy
- •10.7 Heat transfer analysis
- •10.8 Dynamics
- •10.9 Computational fluid dynamics
- •10.10 Design analysis
- •References
7.8 Polymers
The
molecular structure of polymers can be linear, branched, cross-linked
or networked (highly cross-linked). Thermoplastics have either a
linear or branched structure. Thermoplastics soften upon heating and
harden when cooled, without ever changing the material properties.
This permits the recycling of thermoplastic scraps. Cross-linked
polymers are called thermosets. When heated a thermoset remains
relatively hard and can not be reprocessed without chemical
degradation.
Crystalline
materials exhibit a sharp change in the specific volume (inverse of
density) at their melting temperature. The density of pure amorphous
materials changes at the glass transition temperature. This entails
significant changes in mechanical properties. Generally below this
temperature polymers are stiff and brittle, while above it they act
flexible and ductile. Semicrystalline polymers exhibit an
intermediate behavior which includes a defined melting temperature
and slight change in density at the glass transition temperature. For
thermoplastics and thermosets the glass transition temperature is
above the ambient temperature while for elastomers the glass
transition temperature is below room temperature. Elastomers can
undergo large deformation (up to several hundred percent) and recover
in shape and size upon removal of the load.
A
slow cooling rate results in a high degree of crystallinity for
semicrystalline polymers. The degree of crystallinity influences
mechanical properties. The elastic modulus of the crystalline phase
is sufficiently higher than that of the amorphous phase. In general,
the higher crystallinity, the higher the elastic modulus and strength
of the material.
Mechanical
properties of thermoplastic polymers strongly depend on the test
temperature and strain rate. The polymer becomes softer and more
ductile with increasing temperature. In general, strain rate decrease
has the same effect on the stress-strain behavior as temperature
increase.
The
effect of temperature on the mechanical behavior of polymers differs
for thermoplastics and thermosets. Thermosets do not exhibit viscous
flow. They are known to degrade and decompose at high
temperature.
The
viscoelastic behaviour is peculiar to amorphous polymers above the
glass transition temperature. There is no immediate response in
deformation on the applied stress. Viscoelastic deformation is a
combination between the viscous deformation of liquid and elastic
deformation of solid.
7.9 Composites
The
modulus of an unidirectional composite along the fiber direction can
be calculated by the rule of mixtures:
Ec = EfVf + EmVm,
where
Ef
- the modulus of the fiber; Em
- is the modulus of the matrix; Vf
, Vm
- the volume fraction occupied by the fibers and the matrix
respectively.
A
cross-ply composite laminate [0o/90o],
shown at the right, will warp under uniaxial tensile stress due to
the difference in stiffness along and perpendicular to the fiber
axis. The stiffness along the fiber axis is greater and therefore the
ply with fibers parallel to the applied stress will be stretched less
than the ply loaded across the fibers.
The
elastic modulus of continuous fiber composites strongly depends on
the angle between the fiber direction and the applied load. The
maximum stiffness of the composite is achieved when the applied load
is parallel to the fiber direction. The stiffness of cross-ply
composites [+q/-q] is greater than that of the unidirectional
composite due to additional restraint to shear deformation.
The
greater the volume fraction Vf of fibrous unidirectional composites
the higher their capability to sustain cyclic loading. The resistance
to fatigue of composites strongly depends on the angle q between the
direction of applied loading and the fiber axis. The fatigue strength
decreases when the angle increases.
Composites
with short fibers display a greater strength with an increase in the
ratio of fiber length to diameter l/d. As the number of defects
decreases along with the fiber diameter the strength increases.
Additionally, for the same volume fraction the longer fibers can
support a greater portion of the load transferred from the
matrix.
Residual
stresses are developed during the cooling of cross ply composite
laminates due to anisotropy of thermal contraction parallel and
perpendicular to the fiber direction. In glass fibers/epoxy
composites the thermal expansion coefficient along the fiber
direction is greater than that perpendicular to the fibers. Following
the cooling the plies of 90o
are in tension and the plies of 0o
are in compression. Generally, cracks are formed perpendicularly to
the tensile stress.
Composites
are known to have a large specific strength, which is defined as the
ratio of the ultimate tensile strength suts
to the weight rg.
Specific strength of continuous fibers
composites is much greater than that of such conventional materials
as aluminium or steel.
The
load applied to a fiber composite is supported by both the fibers and
matrix. The relationship between the load carried by fibers Pf
and matrix Pm
depends on the ratio EfVf
to EmVm:
Pf / Pm = EfVf / EmVm ,
where
Ef,
Em,
Vf
and Vm
represent the elastic modulus and the volume fraction of the
composite components. The higher the elastic modulus and the volume
fraction, the greater portion of the applied load is carried by the
fibers.
Assuming
no slip between the fibers and matrix the stress acting on the
composite is determined by the following:
s = sfVf + smVm
where Vf and Vf - the volume fraction of the fibers and matrix respectively. The stress in the matrix
sm = sf x Em/Ef .
The stress in the fibers:
sf = s / [Vf + (1-Vf) x Em/Ef] .
Assuming a constant applied stress, the greater the volume fraction of the fibers the less they are stressed.
