Next Article in Journal
Almost Exact Computation of Eigenvalues in Approximate Differential Problems
Previous Article in Journal
A Continuation Procedure for the Quasi-Static Analysis of Materially and Geometrically Nonlinear Structural Problems
Previous Article in Special Issue
Data-Driven Microstructure Property Relations
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Correction

Correction: Kunc, O.; Fritzen, F. Finite Strain Homogenization Using a Reduced Basis and Efficient Sampling. Math. Comput. Appl. 2019, 24, 56

Efficient Methods for Mechanical Analysis, Institute of Applied Mechanics (CE), University of Stuttgart, 70569 Stuttgart, Germany
*
Author to whom correspondence should be addressed.
Math. Comput. Appl. 2019, 24(4), 95; https://doi.org/10.3390/mca24040095
Submission received: 30 October 2019 / Accepted: 5 November 2019 / Published: 6 November 2019
The authors wish to make a correction to Formula (42) of the paper [1]. The correct formula reads
C ¯ i j k l ( F ¯ ) = C ¯ i j k l ( R ¯ U ¯ ) = m , n = 1 3 R ¯ i m C ¯ m j n l ( U ¯ ) R ¯ k n ( i , j , k , l = 1 , 2 , 3 ) .
Correspondingly, a correction to Equations (A1)–(A4) of Appendix A of [1] is now provided. To this end, Green’s strain tensor E ¯ = 1 2 ( F ¯ T F ¯ I ) , the corresponding stored energy density function W ¯ E ( E ¯ ) = W ¯ ( F ¯ ) , the second Piola–Kirchhoff stress S ¯ = W ¯ E / E ¯ | E ¯ , and the corresponding stiffness tensor C ¯ E = 2 W ¯ E / ( E ¯ ) 2 | E ¯ are introduced. Starting from the well-known relationship P ¯ = F ¯ S ¯ between S ¯ and the first Piola–Kirchhoff stress P ¯ = W ¯ / F ¯ | F ¯ (see for instance [2]), we express the components of C ¯ in terms of those of S ¯ and of C ¯ E :
C ¯ i j k l = 2 W ¯ F ¯ i j F ¯ k l = P ¯ i j F ¯ k l = m = 1 3 F ¯ i m S ¯ m j F ¯ k l = m = 1 3 δ i k δ l m S ¯ m j + F ¯ i m S ¯ m j F ¯ k l
= δ i k S ¯ l j + m , n , o = 1 3 F ¯ i m S ¯ m j E ¯ n o E ¯ n o F ¯ k l
= δ i k S ¯ l j + m , n , o = 1 3 F ¯ i m C ¯ m j n o E E ¯ n o F ¯ k l
= δ i k S ¯ l j + m , p = 1 3 F ¯ i m C ¯ m j p l E F ¯ k p .
In the last step, the minor symmetry C ¯ m j n o E = C ¯ m j o n E has been exploited, and i , j , k , l = 1 , 2 , 3 above and throughout. From this, the inverse relation
C ¯ i j k l E = U ¯ 2 i k S ¯ l j + m , n = 1 3 F ¯ 1 i m C ¯ m j n l F ¯ T n k
can be derived. The fact that Green’s strain tensor is frame invariant, i.e., E ¯ ( R ¯ U ¯ ) = E ¯ ( U ¯ ) , implies that both the left hand side C ¯ i j k l E = C ¯ i j k l E ( E ¯ ) and the second Piola–Kirchhoff stress S ¯ l j = S ¯ l j ( E ¯ ) are independent of R ¯ . This is in contrast to C ¯ m j n l = C ¯ m j n l ( R ¯ U ¯ ) from which follows that
m , n = 1 3 F ¯ 1 i m C ¯ m j n l ( R ¯ U ¯ ) F ¯ T n k = m , n = 1 3 U ¯ 1 i m C ¯ m j n l ( U ¯ ) U ¯ T n k ,
By contraction of the indices i and k with the second index of F ¯ and the first index of F ¯ T , respectively, Equation (1) follows.
The above changes do not affect the scientific results.

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. Kunc, O.; Fritzen, F. Finite Strain Homogenization Using a Reduced Basis and Efficient Sampling. Math. Comput. Appl. 2019, 24, 56. [Google Scholar] [CrossRef]
  2. Bertram, A. Elasticity and Plasticity of Large Deformations; Springer: Berlin/Heidelberg, Germany, 2008. [Google Scholar] [CrossRef]

Share and Cite

MDPI and ACS Style

Kunc, O.; Fritzen, F. Correction: Kunc, O.; Fritzen, F. Finite Strain Homogenization Using a Reduced Basis and Efficient Sampling. Math. Comput. Appl. 2019, 24, 56. Math. Comput. Appl. 2019, 24, 95. https://doi.org/10.3390/mca24040095

AMA Style

Kunc O, Fritzen F. Correction: Kunc, O.; Fritzen, F. Finite Strain Homogenization Using a Reduced Basis and Efficient Sampling. Math. Comput. Appl. 2019, 24, 56. Mathematical and Computational Applications. 2019; 24(4):95. https://doi.org/10.3390/mca24040095

Chicago/Turabian Style

Kunc, Oliver, and Felix Fritzen. 2019. "Correction: Kunc, O.; Fritzen, F. Finite Strain Homogenization Using a Reduced Basis and Efficient Sampling. Math. Comput. Appl. 2019, 24, 56" Mathematical and Computational Applications 24, no. 4: 95. https://doi.org/10.3390/mca24040095

Article Metrics

Back to TopTop