- •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
8.2 Mechanical properties
Mechanical
properties are directly related to the material structure of weld and
base metal. Weld metal is comprised of the metals of electrode and
molten edges of base parts. High temperature affects the structure of
base metal. Grain size enlarges at boundaries of the weld joint - in
the heat affected zone (HAZ). Large grains have relatively poor
mechanical properties. Outside the HAZ grain size is the same as in
the base metal.
In molten weld metal the grains grow from
colder parts of base metal.
Lower
amounts of molten metal correspond to lower heat and smaller HAZ. HAZ
is smaller for electron beam welding:
A. Arc welding,
butt-joint
B. Electron beam welding, butt-joint
C.
Multi-layer arc welding, butt-joint
D. Gas welding, build-up
weld
For
steel welds mechanical properties are usually highest at the weld.
The hardness is lower in the weld.
Mechanical
properties of a high-strength steel weld depend on carbon content in
the material. Increase in strength corresponds to decrease in
ductility (elongation is a measure of ductility).
Fast
cooling, similar to quenching, could result in strength increase.
Yield strength and ultimate tensile strength increase with higher
cooling rate.
There
are special tests for weld joints. The welded specimen is tested
until a crack first starts. The weld is stronger if it lies for a
long time before a test.
A
large angle a characterizes the ductility of the weld joint. There
are welded joints for which the angle could reach 180o.
8.3 Stress concentration
Passing
through welds, inner forces meet obstacles on their path. They
concentrate at the ends of weld. The force lines bend smoothly as
they pass through the welds, lines cannot bend sharply.
The
figure shows a stress profile in the butt-weld. There is stress
concentration in corners. Stress in the wider central section of weld
doesn't exceed the nominal value.
This
stress pattern is typical for a welded joint. Sum of the area (force)
under the curve must be equal to the sum of the area under the line
corresponding to nominal value.
Nominal
shear stress is twice as large as the shorter welds. Stress
concentration is higher if rigidities of connected parts are
different. Stress is higher in the beginning of the short
weld.
Stress
concentration depends on the surface shape, not inside geometry of
the weld. The larger the angle q, the smaller the stress
concentration factor. In order to fulfill these requirements, a
special cutting operation is made. Fatigue strength of a machined
joint is higher than the first one.
A
large fraction of inner force goes through the end nugget in the row.
The numbers indicate approximate values of the parameter.
Stress
concentration can be evaluated by stress concentration factor as
which is equal to the ratio of maximum and nominal stresses.
8.4 Defects
The
quality of weld depends on many factors:
A. undercutting
is caused by high amperage
B. porosity is caused by fast travel
or dirty material surfaces
C. slag included in bead is caused by
low amperage and short arc
D. lack of fusion is caused by low
amperage and improper edge preparation
E. overlap is caused by
electrode shaking
Surface defects perpendicular to tensile
force are usually more dangerous than an inner defect of the same
size. Lack of fusion, D is the sharpest and the most dangerous
defect.
The quality of manual welding is usually less
than that for other methods. Some imperfections that are not
dangerous:
A. Electroslag welding: 0.56 defects / 10 meters.
B.
Automated welding under flux: 2.5 defects / 10 meters.
C.
Electric arc manual welding: 35 defects / 10 meters.
A.
Incomplete penetration
B. Excess metal handing
C. Curved
weld
D. Narrow weld at underside
Incomplete
penetration means that tensile force lines meet obstacles on their
path, causing high stress concentration. Other defects from the list
do not cause high stress concentration.
Better
melting takes place if there is a gap between the parts of Tee-weld.
Residual stresses and cracking are smaller in this situation.
A.
Cracking: toe, longitudinal, transverse, and underbead cracks
B.
Incomplete fusion
C. Undercutting and underfilling
D.
Surface damage: small droplets and arc strike (electrode
touch)
Cleaning the weld area prior ro welding improves
the fusion of weld and base parts. The operation can guard against
incomplete fusion, B.
A surface defect E in the
heat-affected zone can be considered the most dangerous defect in the
Tee-joint.
Residual
tensile stresses in the vertical plate is less than in the first
instance. The second instance is poor for heavy welded construction,
showing lack of ductility through the thickness of the
material.
Friction
welding of steel bars. The bars are rotated relative to each other
and squeezed together.
A. Uniform weld is preferential
B.
High pressure or low speed
C. Low pressure or high speed
Two
defects can be considered as one if the distance between them is on
the order of it's own size. The depth of the defect is more important
than the length.
