Challenge

Roof challenge

ROOF DESIGN AND ANALYSIS USING CATIA V5 :

Objective :

Design a roof using the provided skin data and also position bow roof rails in accordance with heat distortion and snow weight formula also find section modulus of the roof and roof rails and check the draft of the designed parts.

Software :

CATIA V5

Given Data :

Introduction :

Roof :

An Automobile roof is the portion of the automobile that sits above the passenger compartment and protects the occuoants from sun, wind, rain and other external elements. While designing a car roof forces due to impact, falling objects, vehicle rollover, temperature, roof loading, aesthetics etc. Must also be taken into account. There are different types of roofs, the most prominent are as follows.

  •  Hard tops
  • Soft tops
  • Targa tops
  • Glass roofs
  • T-tops

Some roofs have a window on them and are called sunroofs, While convertibles have special mechanisms that allow the roof to be retracted and be stowed away through a wide array of methods depending on the design.

The roof of the car is made up of multiple partd that provides support and strength to the roof component. The actual roof sheet and the roof rails which support the roof sheet. There are 3 primary roof rails in a car the front, the centre and on the size of the roof. Headroom, visibility criteria and target also play a key role in roof design.

Roof Panel :

The roof is made from a sheet of at least 0.75mm. This protects the cabin from external conditions and objects. The ditch areas are spot welded to the pillers of the car and certain areas of the roof rails, welding on the upper suface is order to maintain a good aesthetic.

Front Roof Rail :

The front roof rail is made from a sheet of at least 0.75mm thickness. This part acts as a support for the roof sheet on the front it also provides a mounting area headroom space in mind. The roof is fixed to the roof rails with the use of mastics while the ends are spot welded.

Rear Roof Rail :

The rear roof rail is made of a sheet of at least 0.75mm thickness. The rear roof rail acts as a support for the rear end of the roof and also supports the window in some cases also supports the rear door, it's designed in accordance with the support requirement of roof, window and rear door, and also rear visibility and headroom criteria. The roof is fixed to the roof rails with  the use of mastics while the ends are spot welded.

Centre Roof Rail :

This is the roof rail that runs between the B piller of the car and provides support to the centre of the roof sheet they are usually 0.75mm thick and also provide a support area for the centre cabin light mount. The roof is fixed to the roof rails with the use of mastics while the ends are spot welded.

Bow Roofs Rails :

The bow roof rails provide additional support to the roof and at least 0.75mm thick, they are positioned in such a way that they provide maximum support to the roof, Care must be taken so that they do not intude into the headroom requirement of the car. Bow roof rails are an optional feature provided as required by the design. Small cars may have none while large ones may have 3 or more, they may also be integrated into the centre roof rail in some cases. The roof is fixed to the roof rails with the use of mastics while the ends are spot welded.

Roof Assembilies :

 Roof Rail Position Analysis :

The roof rail positions are confirmed and necessary modifications are made in accordance with the snow load and heat distortion criteria.

Heat Distortion Criteria :

The roof of the vehicle is the most exposed to changes in temperature, these changes causes deformation in the roof. In order to prevent failure of the roof due to excessive thermal stress, the roof rails must be placed in the correct locations. Improper designing of the roof may cause warping, cracking and failure of mounts.

This calculation is done to find if the roof under thermal stress deforms within set limits.

                                           It is calculated using the formula

Heat Distortion :

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]

Note : Judgment Condition [W<2.7mm]

Here we use the analyse the spans between the roof rails.

                                                                   Heat Distortion Table

CASES L (mm) Rx (mm) Ry (mm) R (mm) t (mm) l (mm^4) W (mm) STATUS FRR-BR1 2116.032 4579.593 284.067 534.9515569 0.75 442.715 1.474780798 OK BR1-CRR 2116.032 4041.786 4035.669 6707.422174 0.75 377.162 2.505354861 OK CRR-BR2 2116.032 3329.037 4856.512 6648.288794 0.75 327.248 2.430968509 OK BR2-RRR 2116.032 2016.929 3070.143 2546.337717 0.75 409.017 1.590588676 OK

    From the values of "W", we can see that all values are within distortion limits, therefore, the roof design is cleared for the next stage.

Snow Load Condition :

The roof of a vehicle is normally not designed to hold up weight but for regions with snowfall, It must be properly reinforced to hold up the weight of accumulated snow on the roof, If done improperly it may cause the roof to bend and intrude into the passenger compartment which is dangerous. This calculation is done in order to check if the location and strength of the roof rails are enough to avoid plastic deformation of the roof.

                 The formula for the snow load analysis is as follows

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

                                                                           Snow load Table

CASES Iy (mm^4) t (mm) α (mm^4) Lx (mm) Ly (mm) My (mm^2) Rx (mm) Ry (mm) L1 (mm) L2 (mm) S (mm) Y (mm) Qr STATUS FRR-BR1 3899.577 0.75 0.9484702504 1058.813 2116.032 846028.8708 4753.099 3083.63 535.169 449.598 492.3835 535.169 30.59166792 OK BR1-CRR 4126.856 0.75 0.8712864712 1078.386 2116.032 749225.3935 4113.205 3220.642 449.598 399.691 424.6445 449.598 46.66074497 OK CRR-BR2 3926.628 0.75 0.84055304 1106.926 2116.032 686006.0506 6588.304 2953.289 399.691 556.541 478.116 399.691 24.14693991 OK

From the value od "Qr", we are able to see that all values are above 3.1.

Draft Analysis :

The draft of the part is the amount of taper of the edges to the striking mould of the part. The draft allows for easy removal of the part from the striker while an improper draft or negative draft causes the part to deform or get stuck on the mould.

Here using software we check if all the parts have a proper draft and are formable, green denotes positive draft and red denotes a negative draft.

Roof Panel:

Front roof Rail :

Rear Roof Rail :

Centre Roof Rail :

Bow Roofs :

Section Moment Of Inertia Analysis Values :

Section moment of inertia is used to predict the amount of deformation and deflection of a part. A higher moment of inertia is preferable as it reduces the amount of deflection for a given force. The thickness of the part and addition of flanges and embosses increase the section inertia of the part. Here the master sections of the roof and roof rails and their section analysis are given.

Centre Roof Rail :

Bow Roofs :

 

Conclusion :

Thus the roof of the car is designed as per the given skin data and necessary reinforcement are given. The roof is also analysed as per the distortion and snow load conditions and is found that the snow load condition of centre roof and bow roof. So we added embossings to the roof panel for more strength. Draft analysis is also carried on all the components and there are no issues in this regard. Therefore the roof design may be sent to the next step of the design process.

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