Challenge

Roof Design

ROOF DESIGN


OBJECTIVE


We need to design the required reinforcment and flanges for the given Class A surface of Roof.Required reinforcments are Front Roof Rail,Rear Roof Rail,Bow Roof 1,Bow Roof 2.After designing the roof assembly completely we need to perform the Heat distortion analysis and the Snow Load Analysis.


ABSTRACT

Safety point of view the roof plays vital role,specially on accident where cars roll overs.Roll over accidents are the causes of many fatalities and several head,neck and spinetrauma around the world.Therefore passenger safety is also very important parameter in front of OEMs now a days.It is not only a marketing strategy but also a obligation stipulated by many governments.For this reason the strength of the roof is very crucial while designing the Vehicle roof.

Roof Assembly
The conventional task of the roof is to provide protection against hard local contact.In case of roll over,compartment integrity is provided by the compartment frames.
Material Used-:There are a wide range of materials available for making Roofs Vehicles. That are-Steel, aluminum, and Thermosetting Plastic sheets.In the case of steel, the usual thickness is in the range of 0.65-0.85mm.In all cases any roof panel material requires braces to prevent panel flexing and vertical waivness, commonly known as oil canning. This is the main purpose of introducing thelightweightt bow roofs which are welded to the body side and bounded to roof panel by smooth flexible adhesive such as MASTIC .Another task of bow roofs is to support the interior roof liner which requires a number of fittings both in central and boundary areas to avoid deflections

Design Of Roof Includes


⦁ FRONT ROOF RAIL
⦁ BOW ROOF 1
⦁ CENTER ROOF RAIL
⦁ BOW ROOF 2

OUTER ROOF PANEL :

FRONT ROOF:

]

BOW ROOF :

FRONT ROOF RAIL MOI :

BOW ROOF RAIL MOI :

Bow–Roof Prediction Formula


W = [1.73 x 10^(-3) x L] + [1.85 x 10^(-8) x (R^2)/t] + [ 1.10x10^(-3) x l] - 2.68
Where,
L = Roof Length in X-Direction[mm](Roof dimension in 0-Y)
R = Roof curvature
R = 2(Rx*Ry)/(Rx+Ry)
Rx = X curvature
Ry = Y curvature
t = Roof plate thickness [mm]
l = Bow Roof Span [mm]


Judgment Condition


OK< 2.7
=1.79733

SLNO

BOWs

RX

RY

R

l

L

t

R^2/t

W

OK/NG

1

FR & 1st

2592.98

10114.96

4128.107

362.17

2114.8

0.75

22721689.8712

1.797

OK

2

1st & CTR

11965.98

4946.122

6999.15

394.5

2114.8

0.75

65317491.11

2.6199

OK

3

CTR & 2nd

48334.307

9959.163

16515.37

393.05

2114.8

0.75

363676782.2

2.598

OK

4

2nd & RR

188498.30

3312.980

6511.51

309.049

2114.8

0.75

56533118.83

2.3643

OK

Snow Load Prediction Formula


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


Judgment condition
Qr ≥ 3.1
250 ≤ s ≤ 380

SL NO

BOWs

lY

α

Lx

Ly

y

s

Rx

Ry

t

Qr

Determination (Qr)

1

FR & 1st

807.204

0.9776

1149.4

1970.31

505.02

491.025

2644.34

14122.153

.75

40.03

ok

2

1st & CTR

107.026

0.876

1098.6

1970.31

1047.33

481.0146

11634.77

3768.9

.75

32.23

ok

3

CTR & 2nd

138.789

0.897

1071.5

1970.31

1514.3

498.776

59740.917

4262.151

.75

59.56

ok

4

2nd & RR

0.00

1970.31

4729.56

2520.86

.75

Conclusion


The Roof design is pass all the test that is Heat Distortion & Snow Load and ready to manufacture for all weather conditions.

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