Static Loading _failure
-
Upload
suravaram-kumar -
Category
Documents
-
view
192 -
download
2
Transcript of Static Loading _failure
8/27/2010 [email protected] 1
I/C: KALLURI VINAYAK
8/27/2010 [email protected] 2
Introduction• The static load is a stationary force or couple
applied to a member. Stationary means, the load should be unchanging in…
– magnitude
– point or points of application
– direction
– Or in any other manner
• A stationary force may cause
– axial tension or compression, shear load or bending moment or a torsional load or any combination of these
8/27/2010 [email protected]
8/27/2010 [email protected] 3
Introduction• Failure means a part has had:
– separted into two or more pieces
– become permanently distorted and thus ruined its geometry
– its reliability downgaded
– its function compromised
• Static strength data of various materials may be available in two forms
– Data obtained in tests conducted in the similar conditions as the actual service life
– Data collected in tests conducted in certain ideal conditions that may not necessary simulate the exact service conditions
• The first type of data is always desirable but difficult to produce
• When second type of data is used, then the engineer must be clever enough to apply suitable factors
8/27/2010 [email protected]
8/27/2010 [email protected] 4
IntroductionIn designing any machine element, the results of a
great many strength tests are very important for a
chosen material and tests should be made under
exactly the same conditions as the part will
experience in service.
Following four design categories:
1) Mass production or the product can endanger human life: You must generate the strength data in real service life conditions and use in the design.
2) Medium quantity of production and does not endanger lives: moderately accurate tests are ok
3) The part is made in very small quantities: no testing is required; use the published mean data in handbook
4) The part is already designed, manufactured but proved defective; needs analysis to find the problem
8/27/2010 [email protected]
8/27/2010 [email protected] 5
Stress Concentration• Basic stress equations for tension, compression,
bending, and torsion were developed with
assumption that no geometric irregularities
occurred in the member under consideration
• Difficult to design a machine without permitting
some changes in the cross sections
Ex 1: Rotating shafts must have shoulders to seat bearings
properly and to take thrust loads; and key slots for securing
pulleys and gears
Ex 2: A bolt has a head on one end and screw threads on the
other end
8/27/2010 [email protected]
8/27/2010 [email protected] 6
Stress Concentration• Any discontinuity in a machine part alters the stress
distribution in the neighborhood of the discontinuity so
that the elementary stress equations no longer describe
the state of stress in the part at these locations
• Such discontinuities are called stress raisers, and the
regions in which they occur are called areas of stress
concentration.
• A theoretical, or geometric, stress-concentration factor Kt
or Kts is used to relate the actual maximum stress at the
discontinuity to the nominal stress
8/27/2010 6
Where
areNominal normal and shear
stress respectively
8/27/2010 [email protected] 7
Stress Concentration
• Stress concentration is a highly localized effect.
• In some instances it may be due to a surface
scratch
• Stress-concentration factor depends for its value
only on the geometry of the part
• The particular material used has no effect on the
value
• If the load is static and material is ductile, then
Stress concentration factor is unity
8/27/2010 [email protected]
8/27/2010 [email protected] 8
Stress Concentration• Most stress-concentration factors are found by
using experimental techniques like photoelasticity,
grid methods, brittle-coating methods, and
electrical strain-gauge methods
8/27/2010 8
Ex: Thin plate in tension or
simple compression with a
transverse central hole. The net
tensile force is F = σwt,
(t = thickness of the plate)
The nominal stress is given by
8/27/2010 [email protected] 9
Stress Concentration
8/27/2010 9
�Stress-concentration factors for a variety of geometries
may be found in Table A–13
Rectangular filleted bar
in tension or simple
compression.
σ0 = F/A, where A = dt
and t is the thickness.
8/27/2010 [email protected] 10
Failure Theories• There is no general theory that is sacrosanct and unique;
hence we call them “failure theories”
• Rather it is a choice based on the design requirement and nature of material, whether ductile or brittle
• Ductile materials (εf ≥ 0.05 and identifiable yield
strength that is often the same in compression as in
tension i.e Syt = Syc = Sy ) are designed based on yield
criteria
�Maximum shear stress (MSS) theory
�Distortion energy (DE) theory
�Ductile Coulomb-Mohr (DCM) theory
• Brittle materials, (εf < 0.05 and typically classified by
ultimate tensile and compressive strengths i.e Sut and
Suc) are designed based on fracture criteria
�Maximum normal stress (MNS) theory
�Brittle Coulomb-Mohr (BCM) theory8/27/2010 [email protected]
8/27/2010 [email protected] 11
Failure Theories• How do we know that the given material is ductile?
The judgement is based on the fracture strain.
• Ductile materials
Fracture strain, εf ≥ 0.05 and
identifiable yield strength is often the same in
compression as in tension i.e Syt = Syc = Sy
• Brittle materials
8/27/2010 11
ucut
f
SS
and
≠
< 05.0strain Fracture ε
8/27/2010 [email protected] 12
Maximum-Shear-Stress (MSS)
Theory• Also referred to as the Tresca or Guest theory.
• Theory predicts that “yielding begins whenever the
maximum shear stress in any element equals or
exceeds the maximum shear stress in a tension test
specimen of the same material when that specimen
begins to yield”
• For a general state of stress, the maximum-
shear-stress theory predicts yielding when
8/27/2010 [email protected]
8/27/2010 [email protected] 13
Maximum-Shear-Stress (MSS)
Theory• For design purposes, Equation can be modified to
incorporate a factor of safety, n.
for plane stress (one of the principal stresses is zero)
and Assuming that σA ≥ σB:
8/27/2010 13
Case 1: σA ≥ σB ≥ 0.
For this case, σ1 = σA and σ3 = 0. Equation reduces to a yield condition of σA ≥ Sy
Case 2: σA ≥ 0 ≥ σB .
Here, σ1 = σA and σ3 = σB , and Equation becomes σA − σB ≥ Sy
Case 3: 0 ≥ σA ≥ σB .
For this case, σ1 = 0 and σ3 = σB and Equation gives σB ≤ −Sy
8/27/2010 [email protected] 14
Maximum-Shear-Stress (MSS)
Theory
8/27/2010 14
unmarked lines are cases for σB ≥ σA
yAy
BA
BA
SS ≥≥−
===
≥≥
σσσ
σσσσσ
σσ
,
0,,
,0
31
321
yBAy
BA
BA
SS ≥−≥−
===
≥≥
σσσσ
σσσσσ
σσ
,
,0,
,0
31
321
yB
y
B
A
BA
S
S
−≥−
≥−
=
=
=
≥≥
σ
σσ
σσ
σσ
σ
σσ
,
,
,0
,0
31
3
2
1
8/27/2010 [email protected] 15
Distortion-Energy (DE) Theory
8/27/2010 15
�Other names o f distortional energy criterion
• The von Mises or von Mises-Hencky
theory
• The shear energy theory
• The octahedral shear stress theory
8/27/2010 [email protected] 16
Distortion-Energy (DE) Theory
8/27/2010 16
ijσ pijδ'
ijij orS σ
ijijij Sp += δσ
8/27/2010 [email protected] 17
• The strain energy per unit volume for simple tension
• For tri-axial stress shown in fig (a)., the strain energy per
unit volume is
• Substituting for the principal strains gives
Distortion-Energy (DE) Theory
8/27/2010 [email protected] 18
• The strain energy for producing only volume change is
• Substituting σav = (σ1 + σ2 + σ3)/3 gives
• Then the distortion energy is
Distortion-Energy (DE) Theory
8/27/2010 [email protected] 19
Distortion-Energy (DE) Theory• Theory predicts that “yielding occurs when the
distortion strain energy per unit volume reaches or
exceeds the distortion strain energy per unit volume
for yield in simple tension or compression of the
same material”
• For a general state of stress, the Distortion-
Energy Theory predicts yielding when
8/27/2010 19
or σ′ ≥ Sy
Where “σ′ “is a single, equivalent, or effective stress called von Mises stress
8/27/2010 [email protected] 20
Distortion-Energy (DE) Theory
• For plane stress, let σA and σB be the two
nonzero principal stresses, then the von Mises
stress is
• The above equation is a rotated ellipse in the
σA, σB plane with σ′ = Sy
8/27/2010 [email protected]
8/27/2010 [email protected] 21
Distortion-Energy (DE) Theory
• Using xyz components of three-dimensional
stress, the von Mises stress can be written as
• and for plane stress
8/27/2010 [email protected]
8/27/2010 [email protected] 22
Distortion-Energy (DE) Theory
8/27/2010 [email protected]
Octahedral shear stress:� Considering the principal directions as the coordinate
axes, a plane whose normal vector makes equal angles
with each of the principal axes (i.e. having direction
cosines equal to ) is called an octahedral plane
� The shear stress acting on the so-called ‘octahedral
planes’ which are the eight planes that are normal to the
equi-inclined directions in the eight quadrants formed by
the principal stresses.
3
1
8/27/2010 [email protected] 23
Distortion-Energy (DE) Theory
8/27/2010 23
THE OCTAHEDRAL PLANES: Octahedral shear stress
theory
Failure occurs when the octahedral shear stress in the
given state of stress reaches the octahedral shear
stress in simple tension at yield.
8/27/2010 [email protected] 24
• According to DE (von Mises) criterion,
substituting the pure shear state of stress in the
2-D DE criterion, the two normal stresses being
zero,
ysy
y
y
xyyxy
SSyieldAt
SS
S
577.0,
577.03
3 2
=
=== ττ
ysy SS 5.0=
According to the MSS criterion,
DE criterion predicts the shear yield strength to be 15 percent more than
that predicted by the MSS criterion. Hence MSS is more conservative.
SHEAR YIELD STRENGH:
Distortion-Energy (DE) Theory
8/27/2010 [email protected]
8/27/2010 [email protected] 25
Ductile Coulomb-Mohr Theory or Internal friction
theory
8/27/2010 [email protected]
To be applied when the material has unequal strength in tension and
compression,ycyt SS ≠
Examples of such materials are magnesium alloys, for whichytyc SS 5.0≅
DCM is a simplification of the old Mohr’s theory of failure.
OR ⇒
where either yield strength or ultimate strength can be used
8/27/2010 [email protected] 27
Maximum-Normal-Stress Theory• The maximum-normal-stress (MNS) theory
states that failure occurs whenever one of
the three principal stresses equals or
exceeds the strength.
• For the principal stresses for a general
stress state in the ordered form σ1 ≥ σ2 ≥
σ3; This theory then predicts that failure
occurs whenever
σ1 ≥ Sut or σ3 ≤ −Suc
8/27/2010 27
where Sut and Suc are the ultimate tensile and compressive strengths, respectively,
given as positive quantities.
8/27/2010 [email protected] 28
Maximum-Normal-Stress Theory• For plane stress, with σA ≥ σB,
σA ≥ Sut or σB ≤ −Suc
8/27/2010 [email protected]
8/27/2010 [email protected] 29
Brittle-Coulomb-Mohr Theory
• Design equations for a brittle material are
8/27/2010 [email protected]
8/27/2010 [email protected] 30
Modified Mohr Theory
8/27/2010 [email protected] 31
Failure theory selection flowchart
8/27/2010 [email protected] 32
Problem• The figure shows a crank loaded by a force F = 800 N which causes twisting and bending of the 20 mm-diameter shaft fixed to a support at the origin of the reference system. In actuality, the support may be an inertia which we wish to rotate, but for the purposes of a strength analysis we can consider this to be a staticsproblem. The material of the shaft AB is hot-rolled AISI 1018 steel (Table A–18). Using the maximum-shear-stress theory, find the factor of safety based on the stress at point A.
F