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 optimised 1.5mm offset:

Side Crash Original:

Side Crash optimised 1.5mm offset:

SECTION VIEW PIC

OBSERVATION TBLE

front crash analysis table

SAMPLE CALCULATION

CASE1)FRONT CRASH ORIGINAL

Imin (in Meters)=

1.953*10^6

Imax(in Meters)=

7.04*10^8

Imin (in mm)=

1953000

Imax (in mm)=

704000000

Total Dist=

875.388

Y=Total Dist./2 =

437.694

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=

4462.0112

Smax=

1608425.9587

Savg=

806443.98495

CASE2)FRONT OPTIMISED CRASH 1.5MM

Imin (in Meters)=

2.248*10^6

Imax(in Meters)=

7.969*10^8

Imin (in mm)=

2248000

Imax (in mm)=

796900000

Total Dist=

875.128

Y=Total Dist./2 =

437.564

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=

5137.534

Smax=

1821219.2959

Savg=

913178.41495

By Comparing both the cases

806443.98495mm < 913178.41495mm

side crash analysis table

SAMPLE CALCULATION

CASE3)SIDE CRASH ORIGINAL

Imin (in Meters)=

9.703*10^5

Imax(in Meters)=

10264*10^8

Imin (in mm)=

970300

Imax (in mm)=

126400000

Total Dist=

485.042

Y=Total Dist./2 =

242.521

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=

4000.890

Smax=

521191.9792

Savg=

262596.4346

CASE4)SIDE OPTIMISED CRASH 1.5MM

Imin (in Meters)=

1.1149*10^6

Imax(in Meters)=

1.44*10^8

Imin (in mm)=

1119000

Imax (in mm)=

144000000

Total Dist=

484.875

Y=Total Dist./2 =

242.437

S=I/Y

Smin=Imin/Y ; Smax=Imax/Y

Smin=

4615.6225

Smax=

593967.5174

Savg=

299291.5699

By Comparing both the cases

for front crash analysis ( case 1 and case 2 )

806443.98495mm < 913178.41495mm

for side crash analysis ( case 3 and case 4 )

262596.4346mm <299291.5699mm

CONCLUSION

Hence when comparing Case 1 with case 2 (806443.98495mm < 913178.41495mm)of front crash analysis and case 3 with case4 (262596.4346mm <299291.5699mm)of side crash analysis

1) The section modulus value of case 2 and case 4 is higher than the case 1 and case 3.

2) As we increase the section area , the moment of Inertia & section modulus increases which means the strength and load capacity of material also increases.

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