Experimental evaluation of 2-span arch deck RC composite structure

Dal Hun Yang, Min Jae Kwon, Gi Ha Eom, Sung Jae Kim, Jang Ho Jay Kim

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)


In this study, flexural tests of a 2-span arch deck RC composite specimen were conducted. In the load-displacement test results, the load carrying capacity of the specimen was approximately 2.4 times higher than the design ultimate load. Strain of rebar and concrete were structurally stable until the maximum load was reached. Also, cracking load from the test was approximately 1.9 times higher than the design cracking load. From the finite element analysis results, about 95 % similarity was obtained compared to the experimental results. The overall results showed that the specimens had excellent structural performance due to the structural advantages of the arch shape. Overall, the precasted arch deck is expected to be useful for long span PSC girder bridges as wide span decks.

Original languageEnglish
Pages (from-to)353-363
Number of pages11
JournalJournal of the Korea Concrete Institute
Issue number4
Publication statusPublished - 2018

Bibliographical note

Publisher Copyright:
© 2018 by Korea Concrete Institute.

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science (miscellaneous)
  • Mechanics of Materials


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