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  Discontinuous crack growth and toughening mechanisms in concrete: A numerical study based on the beam-particle approach
 
 
Title: Discontinuous crack growth and toughening mechanisms in concrete: A numerical study based on the beam-particle approach
Author: Oliver-Leblond, C.
Appeared in: Engineering fracture mechanics
Paging: Volume 207 (2019) nr. C pages 1-22
Year: 2019
Contents:
Publisher: Elsevier Ltd
Source file: Elektronische Wetenschappelijke Tijdschriften
 
 

                             Details for article 6 of 18 found articles
 
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