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Finite element model to predict structural response of predamaged RC beams reinforced by toughness-improved UHPC under unloading status

Research output: Contribution to journal › Article › peer-review

Original languageEnglish
Article number112019
JournalEngineering Structures
Volume235
DOIs
StatePublished - May 15 2021

ASJC Scopus Subject Areas

  • Civil and Structural Engineering

Keywords

  • CDP model
  • Damaged RC beams
  • FE analysis
  • Toughness-improved
  • UHPC layer
  • UHPC-RC interfacial model
  • Whole strengthening procedures

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