shear stress versus shear strain for homogeneous & isotropic materials pure shear causes angular...
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Shear stress versus shear strain
For homogeneous & isotropic materials pure shear causes angular distortion of a material as shown above.
Pure shear is most often studied by torsional tests of thin bars. Behavior is completely analogous to normal stresses.
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Shear stress-strain diagram
G
)1(2
EG
G is shear modulus or modulus of rigidity
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The shear stress-strain diagram for a titanium alloy bar tested in torsion is shown in the Figure. Determine
i) Shear modulus
ii) Proportional Limit
iii) Ultimate stress
iv) Yield stress
v) Fracture stress
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A bearing pad used to support machines is shown. The following formulae can be used to determine shear stress, shear strain and displacement.
ab
Vaver
abG
V
Gaver
abG
Vhhd tantan
abG
hVhd
For small angles
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Problem (4): The plastic block shown of 50 mm depth is bonded to a rigid support and to a vertical plate to which a 240-kN load P is applied. Knowing that for the plastic used G=1000 MPa, determine the deflection of the plate.
P
120 mm
80 mm
P
120 mm
80 mm
P
120 mm
80 mm
P
120 mm
80 mm
Spring 2006 Mid Term Question
Rigid support
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Problem (4): The plastic block shown of 50 mm depth is bonded to a rigid support and to a vertical plate to which a 240-kN load P is applied. Knowing that for the plastic used G=1000 MPa, determine the deflection of the plate.
P
120 mm
80 mm
P
120 mm
80 mm
P
120 mm
80 mm
P
120 mm
80 mm
Spring 2006 Mid Term Question
Rigid support
MPaab
Vaver 40
12.0*05.0
000,240
radsGaver 04.0
1000
40
mmhd 2.304.0*80
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Allowable Stress
allow
failSF
..
allow
failSF
..F.S.=1
F.S.=3
Factor of safety
..SFfail
allow
..SFfail
allow
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Designing for allowable stress
allow
PA
allow
VA
Tension
Bearing (compression)
Shear
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Problem (6): Determine the intensity w of the maximum distributed load that can be supported by the hanger assembly so that an allowable shear stress of allow = 15 ksi is not exceeded in the 0.40-in.-diameter bolts at A and B, and an allowable tensile stress of σallow = 25 ksi is not exceeded in the 0.5-in.-diameter rod AB.
Spring 2006 Mid Term Question Solve at home – will cover in help session on Sept 7th