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1

Higher-Order Finite-Element

Analysis for Fuzes Subjected to

High-Frequency Environments

Presented at:

The 60th Annual Fuze Conference9-11 May, 2017

Cincinnati, OH

Stephen Beissel

Southwest Research Institute

sbeissel@swri.org; (210)522-5631

Approved for Public Release

2

Outline

Background

Comparison of first-order and higher-order elements in

explicit solid dynamics

Finite-deformation plasticity

Wave propagation

Summary and Conclusions

3

Background

Impact

generates

wave front

target

steel case

electronics

fuze

Al housing

potting

circuit

boards

Reflections

disrupt

wave front

Fuze components subjected

to high-frequency waves

4

Background

Lagrangian finite-element codes are industry standard for

analysis of wave propagation

Explicit time integration by central differences

First-order elements

Computations often can’t resolve high-frequency modes,

resulting in spurious oscillations (Gibbs’ phenomenon)

Artificial viscosity damps oscillations and high-frequency modes

Objective is to improve the accuracy of Lagrangian

computations of wave propagation

Systematic survey of numerical methods uncovered advantages

of higher-order ( > 2nd order) elements

Higher-Order elements formulated and added to the EPIC code

5

Background

Higher-order elements used successfully for years in CFD

Higher-order elements not used for solid mechanics because:

Computational efficiency of explicit schemes historically equated

to minimizing the floating-point operations (FLOPS) in evaluation

of internal-force term, and FLOPs increase with element order.

Greater complexity of curved-surface contact algorithms

Decades of research invested in various formulaic tradeoffs

between locking and zero-energy modes of first-order elements

Mass lumping of 2nd-order serendipity elements yields vertex

nodes with zero or negative:

Masses

Nodal forces due to uniform external traction

Lack of meshing and visualization software for higher orders

6

Finite-deformation plasticity

order-1 hexahedra

(Flanagan-Belytschko)

non-symmetric

order-1 tetrahedra

symmetric

order-1 tetrahedra

plastic

strain

Square copper rod impacting a rigid surface at 200 m/s

7

Finite-deformation plasticity

order-2 hexahedra

plastic

strain

Square copper rod impacting a rigid surface at 200 m/s

order-3 hexahedra order-4 hexahedra

8

Finite-deformation plasticity

No volumetric

locking

9

Wave propagation in 2-D axisymmetry

Baseline mesh of simple part loaded by a pulse

𝑣𝑧 𝑡

𝑡

5 m/s

2 ms

pulse

16 cm

7 cm

monitored node

near top

monitored node

in base

element size: 1x1 cm

4340 steel:

c1 = 5845 m/s

c2 = 4451 m/s

10

Wave propagation in 2-D axisymmetry

t = 5 µs 10 µs 15 µs 20 µs 25 µs 30 µs 35 µs

40 µs 45 µs 50 µs 55 µs 60 µs 65 µs 70 µs

75 µs 80 µs 85 µs 90 µs 95 µs 100 µs

11

Velocities of node in base at equal mesh refinement

Wave propagation in 2-D axisymmetry

12

Velocities of node in base at equal mesh refinement

Wave propagation in 2-D axisymmetry

13

Velocities of node in base at equal mesh refinement

Wave propagation in 2-D axisymmetry

14

Summary of errors at node in base (0 -12 µs)

order = 5

5x

10x

20x

80x40x

2010

Wave propagation in 2-D axisymmetry

15

Convergence of top-node velocity with element order

Wave propagation in 2-D axisymmetry

16

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with element order

17

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with element order

18

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with element order

19

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with element order

20

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

21

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

22

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

23

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

24

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

25

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

26

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

27

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order quads

28

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

29

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

30

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

31

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

32

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

33

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

34

Wave propagation in 2-D axisymmetry

Convergence of top-node velocity with refinement of first-order triangles

35

Wave propagation in 2-D axisymmetry

Comparison of velocity convergence with order and refinement

36

Wave propagation in 2-D axisymmetry

Comparison of velocity convergence with order and refinement

37

Wave propagation in 2-D axisymmetry

Comparison of velocity convergence with order and refinement

38

Wave propagation in 2-D axisymmetry

Comparison of velocity convergence with order and refinement

39

Summary of errors in velocity at node near top

order = 3

4

5

10 7

3x

5x

7x10x

15x

40x

first-order

triangles

higher-order

elements

20

first-order

quads

20x

15x

12x

8x

4x

3x

40x

80x

30x

20x

(1)

(1) Errors relative to

data from 20th-

order elements

for t = 0-100 µs

Wave propagation in 2-D axisymmetry

40

2.93 GHz

15 GB RAM

(1) Errors relative to

data from 20th-

order elements

for t = 0-100 µs

(2) Intel Core i7:

Summary of errors in velocity at node near top

order = 5

4

3

107

20x

15x

12x

8x

4x

3x

3x

5x

7x10x

15x

30x

20x

(1)

(2)

Wave propagation in 2-D axisymmetry

41

Summary of errors in velocity at node near top

order = 5

4

3

107

20

20x

15x

12x

8x

15x

40x

30x

20x

(1)

(1) Errors relative to

data from 20th-

order elements

for t = 0-100 µs

Wave propagation in 2-D axisymmetry

42

monitored node

(same location as 2D)

mesh on

plane of

symmetry

identical to

2-D mesh

model differs from 2D due to

facets along hoop direction

𝑣𝑧 𝑡

𝑡

5 m/s

2 ms𝑣𝑧 𝑡

Baseline mesh of simple part loaded by a pulse

Wave propagation in 3D

43

Comparison of 2-D and 3-D node velocities

Wave propagation in 3D

44

Convergence of top-node velocity with element order

Wave propagation in 3D

45

Wave propagation in 3D

Convergence of top-node velocity with element order

46

Wave propagation in 3D

Convergence of top-node velocity with element order

47

Wave propagation in 3D

Convergence of top-node velocity with element order

48

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

49

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

50

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

51

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

52

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

53

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

54

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

55

Wave propagation in 3D

Convergence of top-node velocity with refinement of first-order hexes

56

Comparison of convergence with order and refinement

Wave propagation in 3D

57

Wave propagation in 3D

Comparison of convergence with order and refinement

58

Wave propagation in 3D

Comparison of convergence with order and refinement

59

Summary of velocity errors at monitored node

order = 3

4

5

6

7

3x

4x

5x

7x

10x

12x

15x

20x

first-order hexahedra

3-D higher-order

elements

first-order quads

2-D higher-order

elements

(1)

(1) Errors relative to

data from 7th-

order elements

for t = 0-100 µs

Wave propagation in 3D

60

2.31 GHz

15.7 GB RAM

(1) Errors relative to

data from 7th-

order elements

for t = 0-100 µs

(2) AMD Opteron:

Summary of velocity errors at monitored node

6

order = 3

4

5

2

3x

4x

5x

7x

10x

12x

(1)

(2)

(1)

Wave propagation in 3D

61

Summary of velocity errors at monitored node

(1) Errors relative to

data from 7th-

order elements

for t = 0-100 µs

order = 3

4

5

6

7

3x

4x

5x

7x

10x

12x

15x

2

(1)

Wave propagation in 3D

62

Summary and conclusions

Analysis of wave propagation is essential to fuze design

1D, 2D and 3D higher-order elements have been formulated

and implemented in EPIC

The higher-order elements show no signs of volumetric locking

Accuracy of higher-order elements is compared to standard

first-order elements in simulations of wave propagation.

Higher-order elements provide much greater accuracy at equal:

Mesh refinement

Computing time

Allocated memory

63

Acknowledgment

This work was funded by the DoD Joint Fuze

Technology Program.

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