Challenge

Section Modulus calculation and optimization

AIM

To Use the Section from Hood design and calculate the Section Modulus using the formula

S = I/y

Where,

S = Section Modulus

I = Moment of Inertia

y = distance between the neutral axis and the extreme end of the object

PROCEDURE:

The data are collected from taking the master section using the mid plane

Front crash Original:

Front crash 1.5mm offset:

Side Crash Original:

Side Crash 1.5mm offset:

SECTION VIEW PIC:

FRONT CRASH DISTANCE:

SIDE CRASH DISTANCE:

OBSERVATION

CALCULATION

CASE1)

FRONT CRASH ORIGINAL

Imin (in Meters) =2.180*10^6 m

Imax(in Meters)=8.538*10^8 m

Imin (in mm)=2180000 mm

Imax (in mm)=853800000 mm

Total Dist=880.153mm

Y=Total Dist./2 =440.0765 mm

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=2180000/ 440.0765 => 4953.684 mm

Smax=853800000/440.0765 => 1940117.229mm

Savg=(4953.684+1940117.229)/2 => 972535.456mm

CASE2)

FRONT CRASH 1.5MM

Imin (in Meters)=2.498*10^6

Imax(in Meters)=9.448*10^8

Imin (in mm)=2498000

Imax (in mm)=944800000

Total Dist=880.153mm

Y=Total Dist./2 = 440.0765 mm

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin= 2498000/440.0765 => 5676.285mm

Smax=944800000/440.0765 =>2146899.459mm

Savg=(5676.285+2146899.459)/2 =>1076287.872mm

By Comparing both the cases

972535.456mm < 1076287.872mm

CASE1)

SIDE CRASH ORIGINAL

Imin (in Meters)=1.14*10^6 m

Imax(in Meters)=1.594*10^8 m

Imin (in mm)=1140000 mm

Imax (in mm)=159400000 mm

Total Dist=489.194 mm

Y=Total Dist./2 = 244.597 mm

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=1140000/ 244.597 => 4660.727 mm

Smax=159400000/ 244.597 =>651684.198mm

Savg=(4660.727+651684.198)/2 => 328172.462mm

CASE2)

SIDE CRASH 1.5mm OFFSET

Imin (in Meters)=1.303*10^6 m

Imax(in Meters)=1.765*10^8 m

Imin (in mm)=1303000 mm

Imax (in mm)=176500000 mm

Total Dist=489.194 mm

Y=Total Dist./2 = 244.597 mm

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=1303000/ 244.597=> 5327.129 mm

Smax=176500000/ 244.597 => 721595.113mm

Savg=(5327.129+721595.113)/2 =>363461.121mm

By Comparing both the cases

328172.462mm < 363461.121mm

CONCLUSION

WE HAVE PERFORMED DIFFERENT SECTION MODULUS OUT OF WHICH THE OFFSETTED HAVE HIGHER SECTION MODULUS SO THAT IT WILL RESIST IN HIGHER BENDING MOMENT.

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