Stability Analysis of Traction Rubber Pile for Bogie

By using the rubber constitutive equation named Mooney-Rivlin model, the load-bearing performance of the traction rubber pile for the bogie was analyzed by LS-Dyna, and the "force-displacement" curve(that is, three-way stiffness of rubber piles),were obtained on longitudinal, transverse an...

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Main Authors: Anzhou JING, Guangwu YANG, Shoune XIAO, Bing YANG, Tao ZHU
Format: Article
Language:zho
Published: Editorial Department of Electric Drive for Locomotives 2021-07-01
Series:机车电传动
Subjects:
Online Access:http://edl.csrzic.com/thesisDetails#10.13890/j.issn.1000-128x.2021.04.002
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author Anzhou JING
Guangwu YANG
Shoune XIAO
Bing YANG
Tao ZHU
author_facet Anzhou JING
Guangwu YANG
Shoune XIAO
Bing YANG
Tao ZHU
author_sort Anzhou JING
collection DOAJ
description By using the rubber constitutive equation named Mooney-Rivlin model, the load-bearing performance of the traction rubber pile for the bogie was analyzed by LS-Dyna, and the "force-displacement" curve(that is, three-way stiffness of rubber piles),were obtained on longitudinal, transverse and vertical loads. The calculation results are in good agreement with the test, and the relative errors are about 10%, which verifies the accuracy of the simulation method. By comparing the influence of different hardness on the stability of rubber pile under longitudinal displacement, the critical longitudinal displacement of the traction rubber pile is 35.2 mm when the hardness is 48 HA, and the longitudinal bearing capacity is the best when the hardness is 46 HA. Assembly directions also have great influence on its forms of instability. The installing form which use short side in parallel with clamping long side is suggested for traction rubber pile.
format Article
id doaj-art-af03aa3d024d4f8a97e06adc7a3a8e24
institution DOAJ
issn 1000-128X
language zho
publishDate 2021-07-01
publisher Editorial Department of Electric Drive for Locomotives
record_format Article
series 机车电传动
spelling doaj-art-af03aa3d024d4f8a97e06adc7a3a8e242025-08-20T03:09:27ZzhoEditorial Department of Electric Drive for Locomotives机车电传动1000-128X2021-07-0181320904259Stability Analysis of Traction Rubber Pile for BogieAnzhou JINGGuangwu YANGShoune XIAOBing YANGTao ZHUBy using the rubber constitutive equation named Mooney-Rivlin model, the load-bearing performance of the traction rubber pile for the bogie was analyzed by LS-Dyna, and the "force-displacement" curve(that is, three-way stiffness of rubber piles),were obtained on longitudinal, transverse and vertical loads. The calculation results are in good agreement with the test, and the relative errors are about 10%, which verifies the accuracy of the simulation method. By comparing the influence of different hardness on the stability of rubber pile under longitudinal displacement, the critical longitudinal displacement of the traction rubber pile is 35.2 mm when the hardness is 48 HA, and the longitudinal bearing capacity is the best when the hardness is 46 HA. Assembly directions also have great influence on its forms of instability. The installing form which use short side in parallel with clamping long side is suggested for traction rubber pile.http://edl.csrzic.com/thesisDetails#10.13890/j.issn.1000-128x.2021.04.002bogierubber pilethree-way stiffnesshardnessinstalled directioncritical instability valueFEsimulation
spellingShingle Anzhou JING
Guangwu YANG
Shoune XIAO
Bing YANG
Tao ZHU
Stability Analysis of Traction Rubber Pile for Bogie
机车电传动
bogie
rubber pile
three-way stiffness
hardness
installed direction
critical instability value
FE
simulation
title Stability Analysis of Traction Rubber Pile for Bogie
title_full Stability Analysis of Traction Rubber Pile for Bogie
title_fullStr Stability Analysis of Traction Rubber Pile for Bogie
title_full_unstemmed Stability Analysis of Traction Rubber Pile for Bogie
title_short Stability Analysis of Traction Rubber Pile for Bogie
title_sort stability analysis of traction rubber pile for bogie
topic bogie
rubber pile
three-way stiffness
hardness
installed direction
critical instability value
FE
simulation
url http://edl.csrzic.com/thesisDetails#10.13890/j.issn.1000-128x.2021.04.002
work_keys_str_mv AT anzhoujing stabilityanalysisoftractionrubberpileforbogie
AT guangwuyang stabilityanalysisoftractionrubberpileforbogie
AT shounexiao stabilityanalysisoftractionrubberpileforbogie
AT bingyang stabilityanalysisoftractionrubberpileforbogie
AT taozhu stabilityanalysisoftractionrubberpileforbogie