The Theory of Critical Distances to estimate static and dynamic strength of notched plain concrete

Pelekis, I. and Susmel, L. orcid.org/0000-0001-7753-9176 (2016) The Theory of Critical Distances to estimate static and dynamic strength of notched plain concrete. In: Procedia Structural Integrity. 21st European Conference on Fracture, ECF21, 20-24 Jun 2016, Catania, Italy. Elsevier , pp. 2006-2013.

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Copyright, Publisher and Additional Information: © 2016, PROSTR (Procedia Structural Integrity) Hosting by Elsevier Ltd. Article available under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International licence (https://creativecommons.org/licenses/by-nc-nd/4.0/)
Keywords: Concrete; notch; static strength; dynamic strength; Theory of Critical Distances
Dates:
  • Accepted: 1 June 2016
  • Published: 20 July 2016
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Symplectic Sheffield
Date Deposited: 26 Jul 2016 10:27
Last Modified: 26 Jul 2016 10:27
Published Version: http://dx.doi.org/10.1016/j.prostr.2016.06.252
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: https://doi.org/10.1016/j.prostr.2016.06.252

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