Table 7 M-L-T dimensional matrix.

From: Quantifying blast damage and failure mode transition in reinforced concrete columns with a dimensionless model

Parameter

Z

\(\:{\rho\:}_{e}\)

\(\:{V}_{d}\)

\(\:\text{e}\)

\(\:{\upgamma\:}\)

\(\:{E}_{c}\)

\(\:{\mu\:}_{c}\)

\(\:{\rho\:}_{c}\)

\(\:{{\upsigma\:}}_{c}\)

\(\:{E}_{0}\)

\(\:{\mu\:}_{0}\)

\(\:{\rho\:}_{0}\)

\(\:{{\upsigma\:}}_{t}\)

\(\:{{\upsigma\:}}_{p}\)

\(\:{\eta\:}_{c}\)

\(\:d\)

M

−1/3

1

0

0

0

1

0

1

1

1

0

1

1

1

0

0

L

1

−3

1

2

0

−1

0

−3

−1

−1

0

−3

−1

−1

0

1

T

0

0

−1

−2

0

−2

0

0

−2

−2

0

0

−2

−2

0

0