The cold plate design of Problem 8.82 has not been optimized with respect to selection of the channel width, and we wish to explore conditions for which the rate of heat transfer may be enhanced. Assume that the width and height of the copper cold plate are fixed at W = 1 00 mm and H = 1 0 mm . while the channel height and spacing between channels are fixed at h = 6 mm and δ = 4 mm. The mean velocity and inlet temperature of the water are maintained a u m = 2 m/s and T m , i = 300 K . while equivalent hear-generating systems attached to the wp and bottom of the cold plate maintain the corresponding surfaces at 36 0 K . Evaluate the effect of changing the channel width, and hence the number of channels, on the rate of heat transfer to the cold plate. Include consideration of the limiting case for which w = 96 mm (one channel).
The cold plate design of Problem 8.82 has not been optimized with respect to selection of the channel width, and we wish to explore conditions for which the rate of heat transfer may be enhanced. Assume that the width and height of the copper cold plate are fixed at W = 1 00 mm and H = 1 0 mm . while the channel height and spacing between channels are fixed at h = 6 mm and δ = 4 mm. The mean velocity and inlet temperature of the water are maintained a u m = 2 m/s and T m , i = 300 K . while equivalent hear-generating systems attached to the wp and bottom of the cold plate maintain the corresponding surfaces at 36 0 K . Evaluate the effect of changing the channel width, and hence the number of channels, on the rate of heat transfer to the cold plate. Include consideration of the limiting case for which w = 96 mm (one channel).
Solution Summary: The author explains the effect of channel width on total heat rate, using the Dittus-Boelter equation and exponential relation.
The cold plate design of Problem 8.82 has not been optimized with respect to selection of the channel width, and we wish to explore conditions for which the rate of heat transfer may be enhanced. Assume that the width and height of the copper cold plate are fixed at
W
=
1
00
mm
and
H
=
1
0
mm
. while the channel height and spacing between channels are fixed at
h
=
6 mm
and
δ
=
4
mm. The mean velocity and inlet temperature of the water are maintained a
u
m
=
2
m/s and
T
m
,
i
=
300
K
. while equivalent hear-generating systems attached to the wp and bottom of the cold plate maintain the corresponding surfaces at
36
0
K
. Evaluate the effect of changing the channel width, and hence the number of channels, on the rate of heat transfer to the cold plate. Include consideration of the limiting case for which
w
=
96 mm
(one channel).
Assume multiple single degree of freedom systems with natural periods T ∈ [0.05, 2.00] seconds with in-crement of period dT = 0.05 seconds. Assume three cases of damping ratio: Case (A) ξ = 0%; Case (B)ξ = 2%; Case (C) ξ = 5%. The systems are initially at rest. Thus, the initial conditions are u(t = 0) = 0 anḋu(t = 0) = 0. The systems are subjected to the base acceleration that was provided in the ElCentro.txt file(i.e., first column). For the systems in Case (A), Case (B), and Case (C) and for each natural period computethe peak acceleration, peak velocity, and peak displacement responses to the given base excitation. Please,use the Newmark method for β = 1/4 (average acceleration) to compute the responses. Create threeplots with three lines in each plot. The first plot will have the peak accelerations in y-axis and the naturalperiod of the system in x-axis. The second plot will have the peak velocities in y-axis and the natural periodof the system in x-axis. The third plot will have…
Both portions of the rod ABC are made of an aluminum for which E = 70 GPa.
Based on the given information find:
1- deformation at A
2- stress in BC
3- Total strain
4- If v (Poisson ratio is 0.25, find the
lateral deformation of AB
Last 3 student ID+ 300 mm=L2
724
A
P=Last 2 student ID+ 300 KN
24
24
Diameter Last 2 student ID+ 15 mm
Last 3 student ID+ 500 mm=L1
724
C
B
24
Q=Last 2 student ID+ 100 KN
24
Diameter Last 2 student ID+ 40 mm
Q2Two wooden members of uniform cross section are joined by the simple scarf splice shown. Knowing that the
maximum allowable tensile stress in the glued splice is 75 psi, determine (a) the largest load P that can be safely
supported, (b) the corresponding shearing stress in the splice.
น
Last 1 student ID+5 inch=W
=9
4
L=Last 1 student ID+8 inch
=12
60°
P'
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