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Study on stress–strain curve and damage evolution model of expanded perlite concrete under uniaxial compression

Author(s): (School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(College of Civil Engineering and Architecture Dalian University Dalian China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
(School of Civil and Architectural Engineering East China University of Technology Nanchang China)
Medium: journal article
Language(s): English
Published in: Structural Concrete
DOI: 10.1002/suco.202300902
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/suco.202300902.
  • About this
    data sheet
  • Reference-ID
    10769136
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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