π§ Work in progress...
This code implements simulator using the finite element method for the behavior of solids, structures, and porous media.
See the documentation for further information:
- pmsim documentation - Contains the API reference and examples
This crates depends on russell_lab
and, hence, needs some external libraries. See the installation of required dependencies on russell_lab
.
π Check the crate version and update your Cargo.toml accordingly:
[dependencies]
gemlab = "*"
For all simulations:
Legend:
β
: converged
π : converging
π₯΅ : diverging
π± : found NaN or Inf
β : non-scaled max(R)
? : no info abut convergence
Arpaci's Example 3-8 on page 130 (variable conductivity)
- Arpaci V. S. (1966) Conduction Heat Transfer, Addison-Wesley, 551p
This tests verifies the nonlinear solver for the diffusion equation with a variable conductivity coefficient.
Temperature T = 0 at all points
Temperature T = 0 on right side @ x = L
- Steady simulation
- Source = 5
- Variable conductivity (k = (1 + Ξ² T) kα΅£ I) with kα΅£ = 2
The temperature at the right T = 0 (T_inf) must be zero in order to result in k(T_inf) = kα΅£ as required by the analytical solution.
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 2.50e0β
. . . 2 1.28e0?
. . . 3 9.36e-2π
. . . 4 1.25e-3π
. . . 5 1.42e-7π
. . . 6 1.35e-14β
T(0) = 87.08286933869708 (87.08286933869707)
The figure below compares the numerical with the analytical results.
Bhatti's Example 1.5 on page 28
- Bhatti, M.A. (2005) Fundamental Finite Element Analysis and Applications, Wiley, 700p.
This test verifies the steady heat equation with prescribed temperature and convection
- Convection Cc = (27, 20) on the right edge
- Prescribed temperature T = 300 on the left edge
- Steady simulation
- No source
- Constant conductivity kx = ky = 1.4
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 1.05e3β
. . . 2 1.71e-15β
Bhatti's Example 6.22 on page 449
- Bhatti, M.A. (2005) Fundamental Finite Element Analysis and Applications, Wiley, 700p.
This test verifies the steady heat equation with prescribed temperature, convection, flux, and a volumetric source term. Also, it checks the use of Qua8 elements.
- Flux Qt = 8,000 on left side, edge (0,10,11)
- Convection Cc = (55, 20) on top edges (0,2,1), (2,4,3), and (4,6,5)
- Prescribed temperature T = 110 on the bottom edge (8,10,9)
- Steady simulation
- Source = 5e6 over the region
- Constant conductivity kx = ky = 45
heat_bhatti_6d22_convection.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 3.09e4β
. . . 2 6.09e-16β
Lewis' Example 6.4.2 on page 159
- Lewis R, Nithiarasu P, and Seetharamu KN (2004) Fundamentals of the Finite Element Method for Heat and Fluid Flow, Wiley, 341p
This test verifies the transient diffusion in 1D
o-----------------------------------------------------------o
| | | | | | | | | | ..... | h = 1
o-----------------------------------------------------------o
<- L = 20 ->
Temperature T = 0 at all points
Flux Qt = 1 on left side @ x = 0
- Transient simulation
- No source
- Constant conductivity kx = ky = 1
- Coefficient Ο = 1
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 6.67e-1β
. . . 2 2.36e-16β
2 2.000000e-1 1.000000e-1 . .
. . . 1 1.24e0β
. . . 2 6.07e-16β
3 3.000000e-1 1.000000e-1 . .
. . . 1 1.08e0β
. . . 2 2.55e-16β
4 4.000000e-1 1.000000e-1 . .
. . . 1 9.73e-1β
. . . 2 3.38e-16β
5 5.000000e-1 1.000000e-1 . .
. . . 1 8.94e-1β
. . . 2 3.25e-16β
6 6.000000e-1 1.000000e-1 . .
. . . 1 8.33e-1β
. . . 2 4.24e-16β
7 7.000000e-1 1.000000e-1 . .
. . . 1 7.84e-1β
. . . 2 6.89e-16β
8 8.000000e-1 1.000000e-1 . .
. . . 1 7.44e-1β
. . . 2 4.46e-16β
9 9.000000e-1 1.000000e-1 . .
. . . 1 7.09e-1β
. . . 2 5.85e-16β
10 1.000000e0 1.000000e-1 . .
. . . 1 6.79e-1β
. . . 2 1.03e-15β
point = 0, x = 0.00, T = 1.105099, diff = 2.3280e-2
point = 3, x = 0.00, T = 1.105099, diff = 2.3280e-2
point = 7, x = 0.00, T = 1.105099, diff = 2.3280e-2
point = 4, x = 1.00, T = 0.376835, diff = 2.2447e-2
point = 6, x = 1.00, T = 0.376835, diff = 2.2447e-2
point = 1, x = 2.00, T = 0.085042, diff = 1.5467e-2
point = 2, x = 2.00, T = 0.085042, diff = 1.5467e-2
From Mathematica Heat Transfer Model Verification Tests (HeatTransfer-FEM-Stationary-2DAxisym-Single-HeatTransfer-0002)
NAFEMS benchmark test
This test verifies the steady heat equation with a localized flux boundary condition
MESH (not-to-scale, not-equal-axis)
0.14 ||++++++++++++++++++++++++
|| | | | | +
||-----------------------+
|| | | | | +
0.10 ββ |------------------------+ yb
ββ | | | | | +
ββ |------------------------+
ββ | | | | | +
ββ |------------------------+
ββ | | | | | +
0.04 ββ |--------(#)-------------+ ya
|| | | | | +
||-----------------------+
|| | | | | +
0.00 ||++++++++++++++++++++++++
0.02 0.04 0.10
rin rref rout
'+' indicates sides with T = 273.15
|| means insulated
ββ means flux with Qt = 5e5
(#) indicates a reference point to check the results
Temperature T = 0 at all points
- Temperature T = 273.15 on the top, bottom, and right edges
- Flux Qt = 5e5 on the middle-left edges from y=0.04 to y=0.10
- Steady simulation
- No source
- Constant conductivity kx = ky = 52
heat_mathematica_axisym_nafems.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 4.45e3β
. . . 2 3.23e-12β
T = 332.9704335048643, reference = 332.97, rel_error = 0.00013019 %
From Mathematica Heat Transfer Model Verification Tests (HeatTransfer-FEM-Stationary-2DAxisym-Single-HeatTransfer-0001)
2D Axisymmetric Single Equation
This test verifies the steady heat equation in 1D with prescribed flux
ββ ---------------------
ββ | | | | | h
ββ ---------------------
1.0 2.0
rin rout
Temperature T = 0 at all points
- Temperature T = 10.0 on the right edge
- Flux Qt = 100.0 on the left edge
- Steady simulation
- No source
- Constant conductivity kx = ky = 10.0
heat_mathematica_axisym_simple.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 3.51e2β
. . . 2 3.55e-13β
Bhatti's Example 1.4 on page 25
- Bhatti, M.A. (2005) Fundamental Finite Element Analysis and Applications, Wiley, 700p.
This test verifies a 2D frame with rod elements and concentrated forces
- Fully fixed @ points 0 and 3
- Concentrated load @ point 1 with Fy = -150,000
- Static simulation
- Attribute 1: Area = 4,000; Young = 200,000
- Attribute 2: Area = 3,000; Young = 200,000
- Attribute 3: Area = 2,000; Young = 70,000
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 1.50e5β
. . . 2 1.46e-11β
Bhatti's Example 1.6 on page 32
- Bhatti, M.A. (2005) Fundamental Finite Element Analysis and Applications, Wiley, 700p.
This test verifies the equilibrium of a thin bracket modelled by assuming plane-stress
- Fully fixed @ points 0 and 1
- Distributed load along edges (1,3) and (3,5) with Qn = -20
- Static simulation
- Young = 10,000
- Poisson = 0.2
- Plane-stress with thickness = 0.25
solid_bhatti_1d6_plane_stress.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 1.00e1β
. . . 2 3.91e-14β
Felippa's Benchmark 14.1 (Figure 14.1) on page 14-3
- Felippa C, Advanced Finite Elements
This test verifies the axisymmetric modelling of a chick cylindrical tube under internal pressure. There is an analytical solution, developed for the plane-strain case. However, this tests employs the AXISYMMETRIC representation.
Uy FIXED
βo------o------o------o------o
β| | ....... | |
βo------o------o------o------o
Uy FIXED
- Fix bottom edge vertically
- Fix top edge vertically
- Distributed load Qn = -PRESSURE on left edge
- Static simulation
- Young = 1000, Poisson = 0.0
- Axisymmetric
- NOTE: using 4 integration points because it gives better results with Qua8
solid_felippa_thick_cylinder_axisym.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 5.33e1β
. . . 2 3.16e-13β
point = 0, r = 4.0, Ux = 0.055238095238095454, diff = 2.1510571102112408e-16
point = 1, r = 7.0, Ux = 0.040544217687075015, diff = 1.8735013540549517e-16
point = 4, r = 5.5, Ux = 0.04510822510822529, diff = 1.8041124150158794e-16
point = 8, r = 10.0, Ux = 0.03809523809523828, diff = 1.8041124150158794e-16
point = 10, r = 8.5, Ux = 0.03859943977591054, diff = 1.8041124150158794e-16
Smith's Example 5.2 (Figure 5.2) on page 173
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a plane-strain simulation with Tri3 elements
1.0 kN/mΒ²
βββββββββββββββββββββ
0.0 β·0---------1---------2
| ,'| ,'| E = 1e6 kN/mΒ²
| 0 ,' | 2 ,' | Ξ½ = 0.3
| ,' | ,' |
| ,' 1 | ,' 3 | connectivity:
-0.5 β·3'--------4'--------5 0 : 1 0 3
| ,'| ,'| 1 : 3 4 1
| 4 ,' | 6 ,' | 2 : 2 1 4
| ,' | ,' | 3 : 4 5 2
| ,' 5 | ,' 7 | 4 : 4 3 6
-1.0 β·6'--------7'--------8 5 : 6 7 4
β³ β³ β³ 6 : 5 4 7
7 : 7 8 5
0.0 0.5 1.0
- Fix left edge horizontally
- Fix bottom edge vertically
- Distributed load Qn = -1.0 on top edge
- Static simulation
- Young = 1e6
- Poisson = 0.3
- Plane-strain
solid_smith_5d2_tri3_plane_strain.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 5.00e-1β
. . . 2 5.55e-16β
Smith's Example 5.7 (Figure 5.7) on page 178
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a plane-strain simulation with Tri15 elements
MESH
1.0 kN/mΒ²
ββββββ
0.0 Ux o----o---------------o Ux
F | /| _.-'| F
I | / | _.-' | I 15-node
X | / | _.-' | X triangles
E |/ |.-' | E
-2.0 D o----o---------------o D
0.0 1.0 6.0
Ux and Uy FIXED
- Fix left edge horizontally
- Fix right edge horizontally
- Fix bottom edge horizontally and vertically
- Concentrated load (Fy) on points 0, 5, 10, 15, 20 equal to -0.0778, -0.3556, -0.1333, -0.3556, -0.0778, respectively
NOTE: the distributed load is directly modelled by concentrated forces just so we can compare the numeric results with the book results.
- Static simulation
- Young = 1e5
- Poisson = 0.2
- Plane-strain
NOTE: the Poisson coefficient in the book's figure is different than the coefficient in the code. The results given in the book's Fig 5.8 correspond to the code's coefficient (Poisson = 0.2)
solid_smith_5d7_tri15_plane_strain.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 3.56e-1β
. . . 2 2.16e-15β
Smith's Example 5.11 (Figure 5.11) on page 180
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a plane-strain simulation with prescribed displacements
Uy DISPLACEMENT
0.0 0----------3----------6----------9
Ux | | | | Ux
F | | | | F
I 1----------4----------7---------10 I
X | | | | X
E | | | | E
-10.0 D 2----------5----------8---------11 D
0.0 10.0 20.0 30.0
Ux and Uy FIXED
- Fix left edge horizontally
- Fix right edge horizontally
- Fix bottom edge horizontally and vertically
- Displacement Uy = -1e-5 prescribed on top edge with x β€ 10
- Static simulation
- Young = 1e6
- Poisson = 0.3
- Plane-strain
solid_smith_5d11_qua4_plane_strain_uy.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 2.21e1β
. . . 2 4.50e-16β
Smith's Example 5.15 (Figure 5.15) on page 183
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a plane-strain simulation with Qua8 elements and reduced integration.
1.0 kN/mΒ²
βββββββββββ
0.0 0----1----2----3----4
| | |
5 6 7
| | |
-3.0 Ux 8----9---10---11---12 Ux
F | | | F
I 13 14 15 I
X | | | X
-6.0 E 16---17---18---19---20 E
D | | | D
21 22 23
| | |
-9.0 24---25---26---27---28
0.0 3.0 6.0
Ux and Uy FIXED
- Fix left edge horizontally
- Fix right edge horizontally
- Fix bottom edge horizontally and vertically
- Distributed load Qn = -1 on top edge with x β€ 3
- Static simulation
- Young = 1e6
- Poisson = 0.3
- Plane-strain
- NOTE: using reduced integration with 4 points
Smith's Example 5.17 (Figure 5.17) on page 187
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies an axisymmetric equilibrium problem.
1.0 kN/mΒ²
βββββββββββββββββββ
0.0 0------3----------6-------------------9
Ux | (0) | (2) | (4) | Ux
F | [1] | [1] | [1] | F
-4.0 I 1------4----------7------------------10 I
X | (1) | (3) | (5) | X
E | [2] | [2] | [2] | E
-10.0 D 2------5----------8------------------11 D
0.0 4.0 10.0 30.0
Ux and Uy FIXED
- Fix left edge horizontally
- Fix right edge horizontally
- Fix bottom edge horizontally and vertically
- Concentrated load (Fy) on points 0, 3, 6, equal to
- -2.6667, -23.3333, -24.0, respectively
- Distributed load Qn = -1 on top edge with x β€ 4
- Static simulation
- Upper layer: Young = 100, Poisson = 0.3
- Lower layer: Young = 1000, Poisson = 0.45
- Plane-strain
- NOTE: using 9 integration points
solid_smith_5d15_qua8_plane_strain.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 2.00e0β
. . . 2 7.16e-15β
Smith's Example 5.24 (Figure 5.24) on page 195
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a 3D simulation with Hex20.
- Horizontally fix the vertical boundary faces perpendicular to x on the "back side" with x=0
- Horizontally fix the vertical boundary faces perpendicular to y on the "left side" with y=0
- Set all Ux,Uy,Uz to zero for the horizontal boundary faces perpendicular to z on the "bottom" with z=0
- Apply distributed load Qn = -1 on the portion of the top face with y β€ 1
- NOTE: The "front" and "right" faces with x>0 or y>0 are NOT fixed.
- Upper layer: Young = 100, Poisson = 0.3
- Lower layer: Young = 50, Poisson = 0.3
- Using reduced integration with 8 points
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 1.67e-1β
. . . 2 4.73e-16β
Smith's Example 5.27 (Figure 5.27) on page 200
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a plane-strain simulation with Qua9 elements and full integration. NOTE: This Example is similar to Example 5.15, with the difference being Qua9 elements.
1.0 kN/mΒ²
βββββββββββ
0.0 0----1----2----3----4
| | |
5 6 7 8 9
| | |
-3.0 Ux 10---11---12---13---14 Ux
F | | | F
I 15 16 17 18 19 I
X | | | X
-6.0 E 20---21---22---23---24 E
D | | | D
25 26 27 28 29
| | |
-9.0 30---31---32---33---34
0.0 3.0 6.0
Ux and Uy FIXED
- Fix left edge horizontally
- Fix right edge horizontally
- Fix bottom edge horizontally and vertically
- Distributed load Qn = -1 on top edge with x β€ 3
- Static simulation
- Young = 1e6
- Poisson = 0.3
- Plane-strain
solid_smith_5d27_qua9_plane_strain.rs
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 2.00e0β
. . . 2 5.66e-15β
Smith's Example 5.30 (Figure 5.30) on page 202
- Smith IM, Griffiths DV, and Margetts L (2014) Programming the Finite Element Method, Wiley, Fifth Edition, 664p
This test verifies a 3D simulation with Tet4.
- Horizontally fix the vertical boundary faces perpendicular to x on the "back side" with x=0
- Horizontally fix the vertical boundary faces perpendicular to y on the "left side" with y=0
- Vertically fix the horizontal boundary faces perpendicular to z on the "bottom" with z=0
- Apply vertical (Fz) concentrated loads to the top nodes:
- Fz @ 0 and 5 = -0.1667, Fz @ 1 and 4 = -0.3333
- (Do not USE more digits, as in the code, so we can compare with the Book results)
Young = 100, Poisson = 0.3
_
timestep t Ξt iter max(R)
1 1.000000e-1 1.000000e-1 . .
. . . 1 3.33e-1β
. . . 2 9.30e-17β