Correction: An Extended Damage Plasticity Model for Shotcrete: Formulation and Comparison with Other Shotcrete Models

Affiliations

¹ Unit for Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Science, Innsbruck University, Technikerstr. 13, A-6020 Innsbruck, Austria. Matthias.Neuner@uibk.ac.at.
² Unit for Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Science, Innsbruck University, Technikerstr. 13, A-6020 Innsbruck, Austria. Peter.Gamnitzer@uibk.ac.at.
³ Unit for Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Science, Innsbruck University, Technikerstr. 13, A-6020 Innsbruck, Austria. Guenter.Hofstetter@uibk.ac.at.

Published Erratum

Matthias Neuner et al. Materials (Basel). 2018.

. 2018 Jan 15;11(1):135.

doi: 10.3390/ma11010135.

¹ Unit for Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Science, Innsbruck University, Technikerstr. 13, A-6020 Innsbruck, Austria. Matthias.Neuner@uibk.ac.at.
² Unit for Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Science, Innsbruck University, Technikerstr. 13, A-6020 Innsbruck, Austria. Peter.Gamnitzer@uibk.ac.at.
³ Unit for Strength of Materials and Structural Analysis, Institute of Basic Sciences in Engineering Science, Innsbruck University, Technikerstr. 13, A-6020 Innsbruck, Austria. Guenter.Hofstetter@uibk.ac.at.

Abstract

The authors would like to correct following typing errors: For (3) and (4), the correct expressions are given as[...].

An Extended Damage Plasticity Model for Shotcrete: Formulation and Comparison with Other Shotcrete Models.
Neuner M, Gamnitzer P, Hofstetter G. Neuner M, et al. Materials (Basel). 2017 Jan 21;10(1):82. doi: 10.3390/ma10010082. Materials (Basel). 2017. PMID: 28772445 Free PMC article.

1. Grassl P., Jirásek M. Damage-plastic model for concrete failure. Int. J. Solids Struct. 2006;43:7166–7196. doi: 10.1016/j.ijsolstr.2006.06.032. - DOI