A circle of a diameter d = 200 mm is etched on a brass plate (see figure). The plate has dimensions of 400 x 400 x 20 mm. Forces are applied to the plate, producing uniformly distributed normal stressescr^ =59 MPaander^ = —17 MPa. Calculate the following quantities: (a) the change in length Aac of diameter at: (b) the change in length Abd of diameter bd; (c) the change At in the thickness of the plate; (d) the change AV in the volume of the plate; (e) the strain energy U stored in the plate; (f) the maximum permissible thickness of the plate when strain energy £/must be at least 784 J; and (g) the maximum permissible value of normal stress a x when the change in volume of the plate cannot exceed 0.015% of the original volume. (Assume E = 100 GPa and v = 0.34
A circle of a diameter d = 200 mm is etched on a brass plate (see figure). The plate has dimensions of 400 x 400 x 20 mm. Forces are applied to the plate, producing uniformly distributed normal stressescr^ =59 MPaander^ = —17 MPa. Calculate the following quantities: (a) the change in length Aac of diameter at: (b) the change in length Abd of diameter bd; (c) the change At in the thickness of the plate; (d) the change AV in the volume of the plate; (e) the strain energy U stored in the plate; (f) the maximum permissible thickness of the plate when strain energy £/must be at least 784 J; and (g) the maximum permissible value of normal stress a x when the change in volume of the plate cannot exceed 0.015% of the original volume. (Assume E = 100 GPa and v = 0.34
A circle of a diameter d = 200 mm is etched on a brass plate (see figure). The plate has dimensions of 400 x 400 x 20 mm. Forces are applied to the plate, producing uniformly distributed normal stressescr^ =59 MPaander^ = —17 MPa. Calculate the following quantities: (a) the change in length Aac of diameter at: (b) the change in length Abd of diameter bd; (c) the change At in the thickness of the plate; (d) the change AV in the volume of the plate; (e) the strain energy U stored in the plate; (f) the maximum permissible thickness of the plate when strain energy £/must be at least 784 J; and (g) the maximum permissible value of normal stress axwhen the change in volume of the plate cannot exceed 0.015% of the original volume. (Assume E = 100 GPa and v = 0.34
(a)
Expert Solution
To determine
The change in the length Δ a c of diameter a c .
Answer to Problem 7.5.14P
The change in the length Δ a c is 0.129 mm .
Explanation of Solution
Given information:
The normal stress acting on the x-direction is 59 MPa , the normal stress acting along y-direction is − 17 MPa , modulus of elasticity is 100 GPa , diameter of the circle is 200 mm , the plate dimensions is 400 mm × 400 mm × 20 mm , and the Poisson s ratio is 0.35
Explanation:
The figure below shows the element.
Figure (1)
Write the expression of the strain along x-direction.
ε x = 1 E ( σ x − ν σ y ) ....... (I)
Here, the normal stress along x-direction is σ x ,the normal stress along y-direction is σ y , the strain along x-direction is ε x ,and the modulus of elasticity is E .
Write the expression of the change in the length.
ε x = Δ a c a c (II)
Here, the change in the length is Δ a c , the length of the diameter is a c , and the strain along x-direction is ε x .
Calculation:
Substitute 59 MPa for σ x , − 17 MPa for σ y , 100 × 10 3 MPa for E , and 0.34 for ν , in Equation (I).
Substitute − 0.1428 × 10 − 3 for ε z , and 20 mm for t , in Equation (VI).
Δ t = − 0.1428 × 10 − 3 × 20 mm = − 2.856 × 10 − 3 mm
Conclusion:
The change in the thickness is − 2.856 × 10 − 3 mm .
(d)
Expert Solution
To determine
The change in the volume of the plate.
Answer to Problem 7.5.14P
The change in the volume is 407 mm 3 .
Explanation of Solution
Write the expression for the volumetric strain.
Δ V = V ο ( ε x + ε y + ε z ) ....... (VII)
Here, the change in the volume is Δ V , the volume is V ο ,the strain along x-direction is ε x , the strain along y-direction is ε y , and the strain along z-direction is ε z .
Calculation:
Substitute 0.64 × 10 − 3 for ε x , − 0.370 × 10 − 3 for ε y , − 0.1428 × 10 − 3 for ε z , and 400 mm × 400 mm × 20 mm for V ο , in Equation (VII).
Δ V = 400 mm × 400 mm × 20 mm ( 0.64 × 10 − 3 − 0.370 × 10 − 3 − 0.1428 × 10 − 3 ) = 3200000 mm 3 ( 0.1272 × 10 − 3 ) = 407 mm 3
Conclusion:
The change in the volume is 407 mm 3 .
(e)
Expert Solution
To determine
The strain energy stored in the plate.
Answer to Problem 7.5.14P
The strain energy stored in the plate is 70.480 N ⋅ m .
Explanation of Solution
Write the expression for the strain energy stored in the plate.
U = V ο 2 ( σ x ε x + σ y ε y + σ z ε z ) ....... (VII)
Here, the energy in the plate is U .
Calculation:
Substitute 59 MPa for σ x , − 17 MPa for σ y , 100 × 10 3 MPa for E , and 0.34 for ν , 0.64 × 10 − 3 for ε x , − 0.370 × 10 − 3 for ε y , − 0.1428 × 10 − 3 for ε z , and 400 mm × 400 mm × 20 mm for V ο , in Equation (VIII).
U = 400 mm × 400 mm × 20 mm 2 ( 59 MPa ( 0.64 × 10 − 3 ) + 17 MPa × 0.370 × 10 − 3 + 0 MPa × ( − 0.1428 × 10 − 3 ) ) = 1600000 mm 3 ( 0.04405 MPa ) ( 1 m 3 10 9 mm 3 ) ( 10 6 N / m 2 1 MPa ) = 70.480 N ⋅ m The strain energy stored in the plate is 70.480 N ⋅ m .
(f)
Expert Solution
To determine
The maximum permissible thickness of the plate.
Answer to Problem 7.5.14P
The maximum permissible thickness is 22.26 mm .
Explanation of Solution
Given information:
The strain energy stored must be at least 78.4 J ,the initial strain energy is 70.4 J ,and the initial thickness of the plate is 20 mm .
Write the expression of the strain energy directly proportional to the thickness.
U final U initial = t final t initial ....... (IX)
Calculation:
Substitute 78.4 J for U final , 70.4 J for U initial , and 20 mm for t initial in Equation (IX).
78.4 J 70.7 J = t final 20 mm t final = 20 mm × 1.1136 = 22.26 mm
Conclusion:
The maximum permissible thickness is 22.26 mm .
(g)
Expert Solution
To determine
The maximum permissible volume of the plate.
Answer to Problem 7.5.14P
The maximum permissible volume is . 63.75 MPa .
Explanation of Solution
Write the expression for the volumetric strain.
Δ V V ο = ( 1 − 2 ν ) E ( σ x + σ y ) ....... (X)
Calculation:
Substitute 59 MPa for σ x , − 17 MPa for σ y , 100 × 10 3 MPa for E , and 0.34 for ν ,and 0.015 % for Δ V V in Equation(X).
A spring package with two springs and an external force, 200N. The short spring has a loin of 35 mm. Constantly looking for spring for short spring so that total compression is 35 mm (d). Known values: Long spring: Short spring:C=3.98 N/mm Lo=65mmLo=87.4mmF=c·fTotal compression is same for both spring. 200 = (3.98(c1) × 35) + (c₂ × 35)
200 = 139.3 + 35c₂
200 - 139.3 = 35c₂
60.7 = 35c₂
c₂ = 60.7/35
Short spring (c₂) = 1.73 N/mm
According to my study book, the correct answer is 4.82N/mm
What is wrong with the calculating?
What is the reason for this composition?
Homework: ANOVA Table for followed design
B
AB
Dr
-1
-1
1
(15.18,12)
1
-1
-1
(45.48.51)
-1
1
-1
(25,28,19)
1
1
(75.75,81)
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