The Theory of Critical Distances to predict static and dynamic strength of notched plain concrete under mixed-mode I/II loading

Alanazi, N. and Susmel, L. orcid.org/0000-0001-7753-9176 (2020) The Theory of Critical Distances to predict static and dynamic strength of notched plain concrete under mixed-mode I/II loading. In: Iacoviello, F., Sedmak, A., Marsavina, L., Blackman, B., Ferro, G.A., Shlyannikov, V., Ståhle, P., Zhang, Z., Moreira, P.M.G.P., Božic, Ž. and Banks-Sills, L., (eds.) Procedia Structural Integrity. 1st Virtual European Conference on Fracture - VECF1, 29 Jun - 01 Jul 2020, Virtual conference. Elsevier , pp. 886-895.

Abstract

Metadata

Item Type: Proceedings Paper
Authors/Creators:
Editors:
  • Iacoviello, F.
  • Sedmak, A.
  • Marsavina, L.
  • Blackman, B.
  • Ferro, G.A.
  • Shlyannikov, V.
  • Ståhle, P.
  • Zhang, Z.
  • Moreira, P.M.G.P.
  • Božic, Ž.
  • Banks-Sills, L.
Copyright, Publisher and Additional Information:

© 2020 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0).

Dates:
  • Published (online): 1 December 2020
  • Published: 1 December 2020
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Funding Information:
Funder
Grant number
Engineering and Physical Sciences Research Council
EP/S019650/1
Depositing User: Symplectic Sheffield
Date Deposited: 16 Dec 2020 11:55
Last Modified: 16 Dec 2020 11:55
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: 10.1016/j.prostr.2020.11.057
Related URLs:
Open Archives Initiative ID (OAI ID):

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