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An improved Lubliner strength model based on Ottosen failure criterion for concrete under multiaxial stress state

Author(s): ORCID (Key Laboratory of Transportation Tunnel Engineering Southwest Jiaotong University, Ministry of Education Chengdu China)
ORCID (Key Laboratory of Transportation Tunnel Engineering Southwest Jiaotong University, Ministry of Education Chengdu China)
(State Key Laboratory of Geo‐Hazard Prevention and Geo‐Environment Protection Chengdu University of Technology Chengdu China)
(Key Laboratory of Transportation Tunnel Engineering Southwest Jiaotong University, Ministry of Education Chengdu China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 23
Page(s): 3199-3220
DOI: 10.1002/suco.202100450
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.202100450.
  • About this
    data sheet
  • Reference-ID
    10636190
  • Published on:
    30/11/2021
  • Last updated on:
    10/12/2022
 
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