Challenge

Roof challenge

Aim- To develop the essential flanges and reinforcements with appropriate dimensions and checking draft by performing Draft analysis, Calculating Section inertia, Heat distortion and Snow load on the roof.

Roof- An automobile roof or car top is the portion of an automobile that sits above the passenger compartment, protecting the vehicle occupants from sun, wind, rain, and other external elements.

Reinforcements and Design

The Ditch Area is the extended portion of the main Roof concealed by other BIW panels. The rail supports of the roof are attached to the Ditch Area using Spot welds. since it is not a styling surface and remains concealed.

Front Roof Rail

It is the support that is joined the windshield glass. Body side outer and the inner panels. Its thickness is usually 0.75mm. The windshield end flanges are the extract offset of the roof surface. The bottom-most flanges is decided after taking into consideration the visibility criteria. Spot weld is applied at the windshield end of the other end is joined with the roof using Mastics sealants which also contributes to increases strength. 

Rear roof rail

It is the support that is joined to the back door and the Body side outer and the inner panels. it is usually made from body side outer scrap and therefore the thickness of the rail is 0.75mm. Similar to the Front roof rail design. We have to take into consideration the rear headroom clearance and the rear visibility criteria while designing the rear roof rail from the backdoor design and also taken into consideration od the required clearance. Spot welds are applied at the back door end of the rail and the other end is joined with the roof using Mastic sealants.

Bow  Roof Rails

Similar to the other design, we have to take into consideration of the headroom clearance and the visibility criteria while designing the centre roof rail and bow roof rail. Here spot weld is not applied for joining these rails of the roofs. Instead mastic sealants are used are introduced at both ends since centre Roofs are fully positioned under the styling surface of the roof. For increasing the strength of the rails, Embossing is done. To reduce the weight of the material used, different styling has been followed with a thickness of 0.75mm.

Reinforcement centre rail 

It is the main supporting rod for the roof. Their purpose is to provide an attachment point for crossbars and other devices designed to secure loads carried on the roof of the vehicle, it absorbs energy at the time of the crash. Its thickness is 1mm. 

Analysis

1. CURVATURE STUDY:

It is done to justify the positioning of the bow roofs. There are mainly two criteria to fulfil 

  • Heat distortion criteria
  • Snow load criteria 

 Heat distortion formula : 

Draft Analysis: Draft analysis is a method of checking the draft angle on various faces of a part in a particular direction. it should be more than 7 degrees. draft analyzing command which lets you know if your model or design has a draft angle in a given tool direction.

If the part lies within the conditions it shows in green colour if not shown in blue or red colour. 

 The below figures show the draft analysis for Roof, Front Roof Rail, Rear Roof Rail, Bow Roofs and Reinforcement Center. 

Results:  The Design of Roof, Front roof rail, Rear Roof Rail, Bow Roofs, and reinforcement roof center by following the Master section with the design parameter for the given class A surface is done

DRAFT PICS

 Roof

 Bow Roof 1

 Bow Roof 2

 Center  Roof

Front Roof

Rear Roof

ASSEMBLY

SECTION INERTIA

Bow Roof 1

Bow Roof 2

Center Roof

PARTS FILES 

Front Roof

Bow Roof 1

Bow Roof 2

Center Roof

Rear Roof

BOW ROOF PREDICTION FORMULA
W1 1.73 0.001 2015 3.48595 1.85 0.00000001 19895622 0.368069 1.1 0.001 500 0.55 1.724019
W2 1.73 0.001 2015 3.48595 1.85 0.00000001 43047856 0.796385 1.1 0.001 396 0.4356 2.037935
W3 1.73 0.001 2015 3.48595 1.85 0.00000001 44034591 0.81464 1.1 0.001 366 0.4026 2.02319
W4 1.73 0.001 2015 3.48595 1.85 0.00000001 37478675 0.693355 1.1 0.001 318 0.3498 1.849105
                           
                           
  Rx Ry   R^2/t                  
R1 5705 2920 3862.864 19895622                  
R2 4761 7045 5682.068 43047856                  
R3 3879 11084 5746.82 44034591                  
R4 3265 14094 5301.793 37478675                  
                           
Snow Load Prediction Formula
        Alpha s 10^-8 (Rx+Ry/2)^2     Final      
Qr1 217 0.5625 122.0625 0.2939 534 0.00000001 13144250 20.62893   5.917055      
Qr2 286 0.5625 160.875 0.2301 460.5 0.00000001 29637136 31.40382   5.122784      
Qr3 215 0.5625 120.9375 0.1499 399.5 0.00000001 63736272 38.1685   3.168516      
                           
                           
Alpha1 841584 1E-12 349281 0.293949                  
Alpha2 1011396 1E-12 227529 0.230122                  
Alpha3 760536 1E-12 197136 0.149929                  
                  s        
My1 2015 591 841584   Lx1 591 349281   534        
My2 2015 1068 1011396   Lx2 477 227529   460.5        
My3 2015 1512 760536   Lx3 444 197136   399.5        
          Lx4 355              
                           
Rx1 4380 Ry1 2871 3625.5 13144250                
Rx2 3833 Ry2 7055 5444 29637136                
Rx3 4311 Ry3 11656 7983.5 63736272                
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