plane stress loading
TRANSCRIPT
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Plane StressLoading
1
x
Therefore, the state
of stress at a pointcan be defined by
the three
independent
stresses:x; y; and xy
x
y x
y
A
A
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REFERENCES:
http://en.wikipedia.org/wiki/
Principal_stress#Overview
http://www.learnengineering.
org/2013/01/principal-stress-
plane-mohr-circle.html#
www.enduratec.com
http://en.wikipedia.org/wiki/Principal_stresshttp://en.wikipedia.org/wiki/Principal_stresshttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://www.learnengineering.org/2013/01/principal-stress-plane-mohr-circle.htmlhttp://en.wikipedia.org/wiki/Principal_stresshttp://en.wikipedia.org/wiki/Principal_stress -
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IntroductionStress at a point is resolved into normal
and shear components
When there is no shear stresses acting on
the planes giving the maximum normal
stress acting on the planes.
These planes are called the principal
planes, and stresses normal to these planes
are the principal stresses 1, 2 and 3 whichin general do not coincide with the cartesiancoordinate
axes x, y, z.
When a material is deformed by an external loading,
work done during elastic deformation is stored as
elastic energy and will be recovered when the load is
released.
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Objective
4
A
x
y State ofStress at A
whatwould be
x, y,
and xy?
x
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opyright
001
Transformation
5
x
y
x
A
State of
Stress at A
x
y x
y xyx=
?
xy=?
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Transformation
6
2sin2cos22
' xyyxyxx
2os2in2
' cs xyyxxy
Solving equilibrium
equations for the wedge
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Principal Planes & Principal
Stresses
7
PrincipalPlanes
~ are the two planes where the
normal stress () is themaximum or minimum
~ the orientations of the
planes (p) are given by:
yx
xy
p
2tan2
1 1
gives two values
~ there are no shear stresses on
principal planes
~ these two planes are mutuallyperpendicular
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Principal Planes &
Principal Stresses
8
x
p
1
p
2
90
Orientation ofPrincipal Planes
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Principal Planes & Principal
Stresses
9
PrincipalStresses
~ are the normal stresses () actingon the principal planes
Ryx
21max
Ryx
2
2min
2
2
2xy
yx
R
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Maximum Shear(max)
10
~ maximum shear stress occurs on
two mutually perpendicular
planes
xy
yxs
2
tan2
11
gives two values
(s1 and s2)
~ orientations of the two planes
(s) are given by:
max = R2
2
2xy
yx
R
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Maximum Shear
11
x
s
1
s
2
90
Orientation of MaximumShear Planes
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Principal Planes & Maximum
Shear Planes
12
x
Principal
plane
Maximum
shear plane
p = s45
45
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Plane Strain Loading
13
x
~ where all elements
of the body aresubjected to normal
and shearstrains
acting along a plane
(x-y); noneperpendicular to the
plane (z-direction)
z
= 0; xz
=
0; zy = 0
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Plane Strain
Transformation
14
Similar to previous
derivations. Just replace by ,and by/2
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Plane Strain
Transformation
15
SignConvention:
Shear strain ( ): decreasingangle positive
e.g
.,
Normal strains (x and y):extension positive
x
y
bef
ore
x
y
afte
r
xpositi
veynegativepositi
ve
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Plane Strain
Transformation
16
2sin2
2cos22
' xyyxyxx
2os2
2in22
'cs xyyxxy
Same format as
the stress
transformatione uations
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Principal Strains
17
yx
xy
p
1tan
2
1Gives two values
(p1 and p2)
~ maximum (1) and minimum (2)principal strains
~ occur along two mutuallyperpendicular directions, given by:
Ryx
21
Ryx
21
22
22
xyyxR
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Maximum Shear Strain
(max)
18
max/2
= R22
22
xyyxR
p = s45
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References: http://www.google.co.in/url?sa=t&rct=j&q=ignition%
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n%2Fupload%2Funit%25204.pdf&ei=N7wTUufENsi
XrAfn24EQ&usg=AFQjCNEqTMr1qLrKhrtETcfCqS
2Fh88vIQ&bvm=bv.50952593,d.bmk
http://en.wikipedia.org/wiki/Ignition_system#Modern_
ignition_systems
I.C Engines By V.Ganesan ,TMH Punlication.
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