Skip to main content

Table 1 Results for variable L for the cylindrical cantilever beam system using n A , p Γ =20 empirical port modes on each port

From: A port-reduced static condensation reduced basis element method for large component-synthesized structures: approximation and A Posteriori error estimation

l=8L

s ~ PR (μ)

s h ( μ ) − s ~ PR ( μ ) s ~ PR ( μ )

Δ s ; 0 ( μ ) | s h ( μ ) − s ~ PR ( μ ) |

sEB(μ)

s ~ PR ( μ ) − s EB ( μ ) s ~ PR ( μ )

4.0

1.6504e+2

8.4e-5

1.7e+1

1.5562e+2

5.7e-2

5.6

4.3969e+2

3.8e-5

6.8e+0

4.2702e+2

2.8e-2

7.2

9.2362e+2

2.8e-5

2.3e+1

9.0758e+2

1.7e-3

8.8

1.6767e+3

2.4e-5

4.5e+1

1.6571e+3

1.2e-3

10.4

2.7584e+3

2.2e-5

3.3e+1

2.7352e+3

8.4e-3

12.0

4.2281e+3

1.8e-5

2.5e+1

4.2018e+3

6.2e-3

13.6

6.1450e+3

1.3e-5

1.7e+2

6.1165e+3

4.6e-3

15.2

8.5671e+3

2.0e-5

3.5e+2

8.5392e+3

3.3e-3