Title: Preliminary Structural Analysis Results Impact Tester Frame
1Preliminary Structural Analysis Results - Impact
Tester Frame
- By Roger Jansen
- March 6, 2008
2Impact Tester - Frame
3Impact Tester - Frame
Seat Back Support
38.5
Vertical Adjustment Post
Proposed Bed Plate (1/2 Thick)
Proposed Base Structure (12 x 6 x 3/16 Tubing)
Generic Bucket Seat
4Impact Tester - Frame
F 1176 lb
- Head Rest Impacted with 14.7lb. Mass
- Max. Deceleration 80g
- Therefore Maximum Force on Structure can be found
be Fma 1176 lb.
5Impact Tester - Frame
F 588 lb
F 588 lb
- Assume Load is Imparted Evenly to each Vertical
Adjustment Post gt F 588 lb.
6Impact Tester Worst Case
F 588 lb
F 588 lb
h 35
h 35
- Maximum Vertical Position is 35 above the bed
plate
7Impact Tester - Frame
- Summary of Contacts/Boundary Conditions
- and Applied Load
8Impact Tester - Frame
Utilizing Symmetry a Half-Model was Simulated
9Impact Tester - Frame
Base Modeled with Bonded Contacts
10Impact Tester - Frame
Vertical Post Modeled with Bonded Contacts
11Impact Tester - Frame
Ends of Bolts Bonded to Bedplate
12Impact Tester - Frame
Washer Surface Bonded to Footplate
13Impact Tester - Frame
Footplate Modeled with Frictional Contact to the
Bedplate
14Impact Tester - Frame
Fixed Displacement/Rotation
15Impact Tester - Frame
Symmetry Constraint
16Impact Tester - Frame
Bolt Clamp Load
17Impact Tester - Frame
Applied Force
18Impact Tester - Frame
- Description of Material Model
19Impact Tester - Frame
- Linear Material Model
- E 29 x 106 psi
- Poisson's Ratio 0.3
- Assume All Material is Std. Structural Steel
(A36) - Sy 36ksi
- Su 50ksi
- Assume Bolts Have a Proof Strength of 120,000psi
20Impact Tester - Frame
21Impact Tester - Frame
Mesh
22Impact Tester - Frame
Mesh
23Impact Tester - Frame
Mesh
24Impact Tester - Frame
- Global Element Size Program Controlled
- Number of Nodes 29,897
- Mid-side Nodes Program Controlled
- Number of Elements 9,360
- Types of Elements Used SOLID186, SOLID187,
TARGE170, CONTA174 SURF154
25Impact Tester - Frame
26Impact Tester - Frame
Force Convergence Chart
27Impact Tester - Frame
Total Deformation
28Impact Tester - Frame
Total Deformation
29Impact Tester - Frame
Contact Analysis on Footplate
30Impact Tester - Frame
Total Deformation
31Impact Tester - Frame
Equivalent Stress
32Impact Tester - Frame
Note Allowable Stress 36ksi
Equivalent Stress Foot Plate
33Impact Tester - Frame
Note Allowable Stress 36ksi
Equivalent Stress Bed Plate
34Impact Tester - Frame
Note Allowable Stress 36ksi
Equivalent Stress Forward Inside Gusset
35Impact Tester - Frame
Note Allowable Stress 36ksi
Equivalent Stress Forward Outside Gusset
36Impact Tester - Frame
Note Allowable Stress 36ksi
Equivalent Stress Backside Outside Gusset
37Impact Tester - Frame
Note Allowable Stress 36ksi
Equivalent Stress Vertical Post
38Impact Tester - Frame
Note Allowable Stress 120ksi
Equivalent Stress Bolts
39Impact Tester - Frame
- Conclusions
- Allowable Stress is not exceeded in any part
- Maximum Deformation 0.021