Experiment on mechanical behavior of reinforced concrete subjected to impact loading

  • Haifeng Liu*
  • , Weiwu Yang
  • , Jianguo Ning
  • *Corresponding author for this work

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

Abstract

The dynamic compression tests of reinforced concrete with different reinforcement ratios are carried out by split Hopkinson pressure bar (SHPB). Reinforced steel bar is placed along longitudinal and transverse direction. Experimental results show that reinforced concrete is non-linear and rate-dependent. With the enhancement of strain rate, the peak stress of reinforced concrete increases correspondingly.

Original languageEnglish
Title of host publicationTrends in Building Materials Research
Pages523-526
Number of pages4
DOIs
Publication statusPublished - 2012
Event2nd International Conference on Structures and Building Materials, ICSBM 2012 - Hangzhou, China
Duration: 9 Mar 201211 Mar 2012

Publication series

NameAdvanced Materials Research
Volume450-451
ISSN (Print)1022-6680

Conference

Conference2nd International Conference on Structures and Building Materials, ICSBM 2012
Country/TerritoryChina
CityHangzhou
Period9/03/1211/03/12

Keywords

  • Dynamic mechanical behavior
  • Reinforced concrete
  • Split Hopkinson pressure bar

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