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Experimental study of the accumulation dynamic residual strain of ice under rail traffic loading

  • Zhan Yuan Zhu*
  • , Shi Jun Chen
  • , Qiong Lin Li
  • , Li Na Wang
  • , Feng Zhang
  • *Corresponding author for this work
  • Sichuan Agricultural University
  • Chinese Academy of Sciences
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

Based on dynamic tri-axial test at low temperature, deformation behavior of ice is studied under stepped axial cyclic loading. Time history curves of residual strain of ice are investigated under different negative temperatures and frequencies. Conclusions can be drawn as follows: dynamic residual strain rate increases with the increasing of stress ratio and frequency, while decreases with the decreasing of temperature. According to test data, power function is brought forward to fit the relation between stress ratio, negative temperature, frequency and dynamic residual strain rate. Then, the effect of fitting parameters by temperature and frequency was investigated.

Original languageEnglish
Title of host publicationSustainable Environment and Transportation
Pages1410-1416
Number of pages7
DOIs
StatePublished - 2012
Externally publishedYes
Event2nd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2012 - Yantai, China
Duration: 25 May 201227 May 2012

Publication series

NameApplied Mechanics and Materials
Volume178-181
ISSN (Print)1660-9336
ISSN (Electronic)1662-7482

Conference

Conference2nd International Conference on Civil Engineering, Architecture and Building Materials, CEABM 2012
Country/TerritoryChina
CityYantai
Period25/05/1227/05/12

Keywords

  • Axial step cyclic loading
  • Dynamic strain rate
  • Dynamic tri-axial test at low temperature
  • Ice
  • Rail traffic loading

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