Challenge

Roof Design

Aim: prepare report which includes the curvature study on the roof and calculation as well as the manufacturing techniques.

Roof is the top portion of the car, above the passenger sitting compartment. It protects you from direct sunlight, dust, rain and  also helps to build close environment in vehicle. Most of the roof is made from steel sheet. Sports car also have carbon fiber roof.

·      Heat distortion criteria

Prediction formula W=1.73 x 10-3x L+1.85 x 10-8 x R2/t + 1.10 x 10-3 x I -2.68

Judgment condition : ok < 2>< NG>

However, if the value is in the range of 2.7 < w <3>

L : ROOF length in X-direction

R : Roof curvature, R= 2 (RX x RY) / (RX + RY)

      Rx :  X Curvature

      Ry :  Y Curvature

t : Roof plate thickness (mm)

I : Bow Roof span (mm)

S.NO

BOWS

RX

RY

R

I

L

t

R2/t

W

OK/NG

1

FR &  1ST

5772.4

2862.1

1913.72

364.64

2030.92

0.7MM

5231891.76

1.23

OK

2

1ST & CTR

4946.53

5845.7

2679.32

389

2030.92

0.7MM

10255365.23

2.59

OK

3

CTR & 2ND

3978.8

10578

2887.57

430.81

2030.92

0.7MM

11911515

2.31

OK

4

2ND & RR

3329.9

14461.4

2706.66

284.94

2030.92

0.7MM

10465726.22

1.92

OK

Snowed load pridiction  criteria

Qr =  [Iy x t2] / [α x s x [(Rx + Ry)/2]2 x 10-8]

Note: The Qr value given over here is correct. There was a typo error in the formula given in the video.

Where,

α = My x Lx2 x 10-12 , My = Y(Ly-Y)

t = Roof plate thickness [mm]

Ly = Distance between the front and rear roof Rails on the Vehicle along with 0Y[mm]

        Length of Roof panel with the center point between Roof rail Front /Rear as the front and rear reference point.

Lx = Distance between the Left and Right end of the roof on the Roof BOW [mm]

        The width of the roof panel is exposed on the surface.

Y = Distance front Front Roof Rail to Roof BOW[mm]

s = Distance for which Roof BOW bears divided load [mm]

        s = L1/2 + L2/2

Iy = Geometrical moment of inertia of Roof BOW (Y cross-section )[mm4]

Rx = Lateral direction curvature radius of roof panel Y cross-section on Roof BOW [mm]

        Roof panel curvature Radius of the Length Lx in Front view 

Ry = Longitudinal Direction curvature radius of the Roof panel X cross-section on Roof BOW [mm]

        Roof panel X curvature radius of length s in Side view

S.NO
BOWS
iy
α
LX
LY
Y
S
 
 
 
RX
RY
t
Qr
Determination
 
(Qr)
1
FR &  1ST
111.98
0.25
1105
2030.92
506.28
234.235
 
4352.2
2885.4
0.70
7.156
OK
2
1ST & CTR
4946.53
0.85
1085
2030.92
972.58
488.15
3771
6248.2
0.70
1.23
OK
3
CTR & 2ND
3978.8
10578
1071.36
2030.92
1,482.58
521.5
4277.1
11099.4
0.70
1.03
OK
4
2ND & RR
3329.9
14461.4
1064.63
2030.92
2,015.68
533.1
4081
5942.3
0.70
0.55
OK

·    

 Draft Analysis

  1. Front roof rail.

2. 1st bow roof rail.

3. Center bow roof rail.

4. 2nd bow roof rail.

5. Rear roof rail.

Curvature Study

The data i used in heat distortion criteria

RY1 - R2862.1                    RX1 - R5772.4 

RY2 - R5845.7                    RX2 - R4946.53 

RY3 - R10578                     RX3 - R3971

RY4 - R14461.4                  RX4 - R3329.9 

The data i used in  Snowed load criteria

RY1 - R2885.4                    RX1 - R4353.2 

RY2 - R6248.2                    RX2 - R3771 

RY3 - R11099.4                  RX3 - R4277.1

RY4 - R5942.3                    RX4 - R4081

Parameter followed in Design

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