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Structural Dynamics Research Corporation (SDRC) Disneyland project proposal

Daniel Belongia
Adam Mayer
Donny Kuettel
Nasser M. Abbasi

July 5, 2016

Contents

1 Introduction
 1.1 downloads
2 Safety considerations
3 Mathematical model of system dynamics
4 Conclusion
5 Appendix
 5.1 Ride velocity and acceleration derivation
 5.2 Design renderings of final ride construction
 5.3 Parameters used in design
6 References

List of Figures

Gantt Chart showing project progress timeline
Showing main dimensions of ride design
Time history plot for absolute acceleration of ride object for first 5 seconds
Ride description showing rotating coordinate system
View of ride object in rotating coordinates system
Showing ride seating mechanism

List of Tables

Gantt chart explanation
ride configuration used in design
Material parameters

1 Introduction

1.1 downloads

report in PDF
link to run the simulation program

A four-member team at Structural Dynamics Research Corporation (SDRC) has completed the preliminary design for a new spinning ride for Disneyland.

The team includes one graduate student and three undergraduate students in Engineering Mechanics and Astronautics, whose experience in advanced and structural dynamics will contribute to the creation of a world-class ride. Additional skills that the team will bring to the table include extensive programming experience in Matlab and Mathematica, as well as finite element modeling in Ansys.

The ride features two non-collinear components of angular velocity, and the head of each of the two passengers will experience a maximum of 6g  of acceleration. The ride is specifically designed to be light, safe, affordable, and fun.

The team at SDRC would like to perform a more detailed design and analysis of the ride, so the following pages provide contractors at Disneyland with an overview of what they can expect from the ride. Safety considerations and acceleration calculations are highlighted, and some information on team members and a project management plan are also included.

The next step after this initial proposal will be a detailed structural and failure analysis on the system, which Disneyland can expect in December.

2 Safety considerations

The Flight Simulator will be equipped with multiple safety measures to ensure that the pilots have a fun and exciting ride. In order to ride the Flight Simulator, each passenger must be at least 5  feet tall. This insures that the riders can be securely fastened into the seat. Assuming an average rider weight of 175  pounds, one single rider cannot weigh more than 350  pounds.

Any more weight will induce a moment on the main arm that might be considered unsafe. A factor of safety will be factored into the building of the arm in case two riders combined weight to be more than 350  pounds.

This is because with the extended arm and accelerations the main arm will be subject to, it is believed to be the first membrane to fail. In order to start the ride, it must be certain that the arm will not break during the ride. While riding, each rider will be harnessed into his or her seat via a 3-point harness.

The harness will let the passengers fly upside-down while still secured in the cockpit. Since the Flight Simulator will be subject to 6g  acceleration, complementary sick bags will be provided upon starting.

In case of a medical emergency of a passenger or if it has been determined that it is unsafe to ride mid-flight, an emergency stop will be activated which will bring the ride to an end. When activated, the ride will right itself upwards while bringing itself to a stop about the center of the ride. This is so when the ride stops, the passengers are not hanging upside down which would be unsafe.


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Figure 1: Gantt Chart showing project progress timeline


The following table describes the activities shown on the Gnatt chart above.




Activity

Description





Design ride

Coming up with a ride that would be functional and meets all expectations.



Preliminary calculations

With ride chosen, calculations showing the velocity and acceleration of the rider's head symbolically.



Simulation modeling

Modeling the ride with a simulator with sliders to estimate the angular velocities.



Midterm proposal

When the midterm proposal of the ride is requested by the company.



Final design

Finalizing how the ride will work.



Secondary calculations

After finalizing how ride will work, will compute secondary calculations to know which velocities will work to add up to give the desired acceleration for each passenger.



Final modeling

Once the angular velocities are known, make a model to show how the ride will work when everything comes together.



Final report

When the customer wants the final report to know if they would like to purchase the ride that we have created.




Table 1: Gantt chart explanation

3 Mathematical model of system dynamics

The velocity and acceleration of the ride object was derived such that it is valid for all time. The derivered equations are used in a simulation program written for this proposal in order to generate the acceleration time history and be able to modify the ride parameters more easily to find the optimal combination to meet the given specifications of maximum 6g  customer requirments.

The simulation was done assuming the ride is at steady state, hence angular accelerations are set to zero. The following diagram illustrates the four design parameters used in the simulation and the expressions found for the velocity and acceleration. The appendix contains the detailed derivation.


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Figure 2: Showing main dimensions of ride design


The absolute velocity of the ride was found to be

→                   →             →            →
V (rω2 cosω2t− ω1L ) i + ω1r sin ω2tj − rω2sinω2t k

And the absolute acceleration is

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The following diagram gives the acceleration time history for the ride. This plot was generated for the first 5 seconds of the ride in steady state. It shows that the maximum acceleration did not exceed 6g  during the simulation which included more than 5 complete cycles.


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Figure 3: Time history plot for absolute acceleration of ride object for first 5 seconds


The following table shows the ride configuration used to achieve the above time history. These values are the anticipated design parameters to use to complete the structural analysis, but these could change based on results of the structural design.


Table 2: ride configuration used in design



Length of beam (L )  1.7  meter


Height of person head above beam (r)  1.1  meter


Angular velocity of ride cabinet (ω2)  0.2  Hz


Angular velocity of main vertical support column (ω1)  1.11  Hz



4 Conclusion

The preliminary design for this two-passenger ride features two components of non-collinear angular velocity, and the head of each passenger experiences a maximum of 6g  of acceleration.

The design and calculations indicate that this will be a fun and light ride. Safety considerations were highlighted, and a management plan and team qualifications underscore the team's commitment to excellence and sound engineering. A more detailed stress analysis of the system will be delivered in December.

5 Appendix

5.1 Ride velocity and acceleration derivation


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Figure 4: Ride description showing rotating coordinate system


The rotating coordinates system has its origin as shown in the above diagram. The coordinates system is attached to the column and therefore rotates with the column. The following calculation determines the absolute velocity of the ride object head, shown above as the circle p  at distance r  from the center of beam. All calculations are expressed using unit vectors of the rotating coordinates system and will be valid for all time. In the rotating coordinates system, the ride object appears as shown in the following diagram


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Figure 5: View of ride object in rotating coordinates system


Using the above diagrams, the absolute velocity vector is found as follows

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Hence

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Now the absolute acceleration of the passengers is found

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Hence, the absolute acceleration of the ride object head is

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Simplifying gives

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5.2 Design renderings of final ride construction

The following two diagrams illustrate the completed ride construction in place, showing the main dimensions and major components


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Figure 6: Showing ride seating mechanism


5.3 Parameters used in design

Material parameters used are given in the following table



Table 3: Material parameters



Material used for beam Aluminium


E  (Young's modulus) 70  GPa


Shear modulus 26  GPa


Bulk modulus 76  GPa


Poisson ratio 0.35


Density 2700  kg∕m3



6 References

  1. Aluminium page at Wikipedia http://en.wikipedia.org/wiki/Aluminium
  2. Moments of inertia page at Wikipedia http://en.wikipedia.org/wiki/List_of_ moments_of_inertia
  3. Density of materials page http://physics.info/density/
  4. Beam design formulas with shear and moment diagrams book, AWC council, 2007, Washington, DC.