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Doppelmayr Cable Car Presentation 116 June 2014
Dynamic Simulation and Fatigue Analysis of an Automated People Mover (APM)
Dipl.-Ing. Patrick Casagrande1, Dr. Stefan Waser2;Dipl.-Ing. Klaus Puchner2
1) Doppelmayr Cable Car GmbH & Co KG, Wolfurt (A)2) Magna Powertrain, Engineering Center Steyr GmbH & CoKG,
St. Valentin (A)
Doppelmayr Cable Car Presentation 216 June 2014
Content
• Description of a Doppelmayr Cable Car• Target of the Simulation• Description Bogie• Description Train• MBS-model• Results of the MBS-Simulation• FEM-Model• Fatigue-Software FEMFAT• Results Fatigue Analysis• Summary
Doppelmayr Cable Car Presentation 316 June 2014
Doppelmayr Cable Car GmbH & Co KG
• Belongs to the Doppelmayr/Garaventa Gruppe• Since 15 years in the APM business;
– Projects: Birmingham Airport UK, Toronto Pearson Airport, Airport Mexiko City, Venedig, Caracas, 2 systems in Las Vegas, 2 more projects (Doha International Airport und Oakland Airport Connector) are in the commissioning phase
Doppelmayr Cable Car Presentation 416 June 2014
What is a Cable Car?
• Rope propelled, driverless system for public transport
• Fully automated operation; personal in the central control room react if necessary
• Closed rope loop – vehicle is connected to the rope via grips
• No drive machinery in the vehicle (noise level very low, mass of the vehicle is lower…)
• Acceleration and deceleration via drive machinery in a soundproofed room
• Friction between tires and guideway is not a driving parameter in the design
Doppelmayr Cable Car Presentation 516 June 2014
Guiding of the Vehicle• Vertical via tires• Lateral via guiding wheels• Longitudinal via closed rope loop
Doppelmayr Cable Car Presentation 616 June 2014
Target of the simulation
• MBS-Simulation:– Flux of inner and outer forces of the complete vehicle– Analysis of the dynamic behavior of the complete vehicle– Resulting accelerations in the vehicle based on the speed profile – Acting forces in the system as base for the fatigue analysis– Determination of the clearance profile
• FEM und fatigue analysis:– Calculation of the stiffness of the vehicle– Structural analysis of the bogie frame and the car body– Fatigue analysis of the weld seams
Doppelmayr Cable Car Presentation 716 June 2014
Description Bogie
traverse 1 traverse 2
Longitudinal bar
2 dampers
Stabilizing system
Bogie frame
Air spring
2 dampers
Stabilizing system
4 guiding wheels
4 tires
Doppelmayr Cable Car Presentation 816 June 2014
Description Train
Flux of force in the train:• rope – grip – bogie• Car body – traverse 1 – traverse 2 – car body
4 car bodies connected to each other via bogie frames in Jacobs arrangement
Doppelmayr Cable Car Presentation 916 June 2014
MBS-Model• bogie:
– Rigid body– Air spring: stiffness in axial and radial direction– Stablization system and dampers– Contact elements between traverse and bogie frame– guiding: contact elements between wheel and guideway and the correct degrees of freedom
• Car body:– Separated in 2 independent parts connected via a spring element that represents the correct
translational and rotatory stiffness– Dependent on the loading condition the correct mass and inertia of the car body is considered
• Over all model:– Consists of 4 car bodies and 5 bogie frames– Rope between the bogie frames is considered via a unilateral
force with constant stiffness– Lateral forces of the rope are considered via an a priori
Simulation
• Overall model has 450 degrees of freedom
Doppelmayr Cable Car Presentation 1216 June 2014
• Lateral forces are transmitted via the guiding wheels
• Pre tension in nominal state
• Pre tension is reduced in curved section
Guiding wheels
Doppelmayr Cable Car Presentation 1316 June 2014
Accelerations in the Vehicle
• The resulting acceleration in vertical direction is neglectable
• The resulting accelerations in longitudinal and lateral direction are within the allowable limits according to the ASCE 21
ASCE max. acceleration
standing sitting
Long. ±0.16g ±0.35g
Lat. ±0.10g ±0.25g
Vertikal ±0.05g ±0.25g
Long. Notfall ±0.32g ±0.60g
Doppelmayr Cable Car Presentation 1416 June 2014
FE-Model end caraluminum profile
steel
glas
„help structure“ with very low stiffness
Al-bearing structurewelded
Non structural mass considered as mass points:• front nose• HVAC unit• doors + door drives• seat boxes• seated passengers Glued windows:
Stiffness of the glue considered
Doppelmayr Cable Car Presentation 1516 June 2014
FEMFAT Weld
MAT 207MAT 207 MAT 209MAT 209
C 100C 100
TOPTOP TOPTOP
TO
PT
OP
MA
T 2
11M
AT
211
Modelling GuidelineModelling Guideline
MAT 207 MAT 209
C 100
TOP TOP
TO
P
MA
T 2
11
Modelling Guideline
• damage• safety factors• analysis report
WELD DatabaseWELD DatabaseWELD Database
• FE-Modell• Spannungsergebnisse• Last-Zeit-Verläufe
EUROCODE 3EUROCODE 9DIN 15018British Standard 7608IIW GuidelineFKM GuidelineDVS 1612DVS 1608
Doppelmayr Cable Car Presentation 1616 June 2014 16
Utilization [-]
Utilization caused by tranient loading
End car bearing structure
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Utilization [-] 1 2
12 3
34
4
view
Window corners
F4
window F4
Utilization caused by transient loading
Doppelmayr Cable Car Presentation 1916 June 2014
Utilization [-]
identification of the high loaded weld seams by using FEMFAT Weld
Improvement of the utilization due to changed weld types
Doppelmayr Cable Car Presentation 2016 June 2014
Summary
• Creating the model of a Doppelmayr Cable Car• Analysis of the transient behavior of the complete system• Determination of the resulting acceleration in the vehicle• Determination of the inner forces as base of the fatigue analysis• Easy method to analyze the fatigue behavior of weld seams• Improving the fatigue behavior of weld seams due to detailed analysis
Thank you for your attention!
Doppelmayr Cable Car Presentation 2316 June 2014
Standards in FEMFAT WELD• Following standards and guidelines has already been used in conjunction with
FEMFAT WELD:
EUROCODE 3EUROCODE 9DIN 15018British Standard 7608IIW GuidelineFKM GuidelineDVS 1612DVS 1608
by Habenbacher / Stadler Rail