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New Computational Model Based on Finite Element Method to Quantify Damage Evolution Due to External Sulfate Attack on Self-Compacting Concretes

New FE computational model to quantify damage evolution in SCCs

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: 10.1111/j.1467-8667.2012.00793.x.
  • About this
    data sheet
  • Reference-ID
    10415720
  • Published on:
    05/03/2020
  • Last updated on:
    05/03/2020
 
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