Hand Calculation:
The figure 1
which shown below is a plate with hole in the middle fixed at one end and in
other side load is applied.
Figure 1
Parameters
|
Plate Module
|
Length(L)
|
60
mm
|
Width(w)
|
40
mm
|
Thickness(T)
|
1mm
|
Plate
area(Ap)
|
40
mm2
|
Hole
area(Ao)
|
78.5
mm2
|
Elastic
Modulus(E)
|
2e+5
N/mm2 (AISI 1020)
|
Force
(F)
|
200
N
|
Nominal
stress:
σnom
= F/(w-d)t= 2000/(40-10) = 66.666 N/mm2
Stress
concentration:
Kt = σmax/
σnom
σmax= 2.5 *
66.666 = 159.99 N/mm2
SOLIDWORKS Simulation
ü Cad Geometry
ü Type of Analysis
ü Type of Materials
ü Fixtures
ü Loads
ü Meshing
ü Results
Cad Geometry
|
Mesh information
|
Comparison Results:
Sl.No
|
Type of Results
|
Hand Calculation Results
|
SoildWorks Simulation Results
|
1
|
Stress
|
1.599E+2
|
1.597E+2
|
would like to see more posts like these appreciate your effort and work
ReplyDeletecheck this:
Interference Analysis