This worksheet demonstrates a few capabilities of SageManifolds (version 1.0, as included in SageMath 7.5) in computations regarding elasticity theory in Cartesian coordinates.

Click here to download the worksheet file (ipynb format). To run it, you must start SageMath with the Jupyter notebook, via the command `sage -n jupyter`

*NB:* a version of SageMath at least equal to 7.5 is required to run this worksheet:

In [1]:

```
version()
```

Out[1]:

First we set up the notebook to display mathematical objects using LaTeX rendering:

In [2]:

```
%display latex
```

We introduce the Euclidean space as a 3-dimensional differentiable manifold:

In [3]:

```
M = Manifold(3, 'M', start_index=1)
print(M)
```

We then introduce the Cartesian coordinates $(x,y,z)$ as a chart $X$ on $M$:

In [4]:

```
X.<x,y,z> = M.chart()
print(X)
X
```

Out[4]:

The associated vector frame is

In [5]:

```
X.frame()
```

Out[5]:

We shall expand vector and tensor fields not on this frame, which is the default one on $M$:

In [6]:

```
M.default_frame()
```

Out[6]:

Let us define the **displacement vector** $U$ in terms of its components w.r.t. the orthonormal Cartesian frame:

In [7]:

```
U = M.vector_field(name='U')
U[:] = [function('U_x')(x,y,z), function('U_y')(x,y,z),
function('U_z')(x,y,z)]
U.display()
```

Out[7]:

In [8]:

```
g = M.riemannian_metric('g')
print(g)
```

In [9]:

```
g[1,1], g[2,2], g[3,3] = 1, 1, 1
g.display()
```

Out[9]:

In [10]:

```
nabla = g.connection()
print(nabla)
nabla
```

Out[10]:

The covariant derivative of the displacement vector $U$ is

In [11]:

```
nabU = nabla(U)
print(nabU)
```

In [12]:

```
nabU.display()
```

Out[12]:

In [13]:

```
nabU_form = nabU.down(g)
print(nabU_form)
```

In [14]:

```
nabU_form.display()
```

Out[14]:

The **strain tensor** $\varepsilon$ is defined as the symmetrized part of this tensor:

In [15]:

```
E = nabU_form.symmetrize()
print(E)
```

In [16]:

```
E.set_name('E', latex_name=r'\varepsilon')
E.display()
```

Out[16]:

Let us display the components of $\varepsilon$, skipping those that can be deduced by symmetry:

In [17]:

```
E.display_comp(only_nonredundant=True)
```

Out[17]:

To form the stress tensor according to Hooke's law, we introduce first the LamÃ© constants:

In [18]:

```
var('ll', latex_name=r'\lambda')
```

Out[18]:

In [19]:

```
var('mu', latex_name=r'\mu')
```

Out[19]:

`pos=0`

) by means of $g$ and (ii) by taking the trace of the resulting endomorphism:

In [20]:

```
trE = E.up(g, pos=0).trace()
print(trE)
```

In [21]:

```
trE.display()
```

Out[21]:

**stress tensor** $S$ is obtained via Hooke's law for isotropic material:
$$ S = \lambda \, \mathrm{tr}\varepsilon \; g + 2\mu \, \varepsilon$$

In [22]:

```
S = ll*trE*g + 2*mu*E
print(S)
```

In [23]:

```
S.set_name('S')
S.display()
```

Out[23]:

In [24]:

```
S.display_comp(only_nonredundant=True)
```

Out[24]:

Each component can be accessed individually:

In [25]:

```
S[1,2]
```

Out[25]:

The divergence of the stress tensor is the 1-form:
$$ f_i = \nabla_j S^j_{\ \, i} $$
In a next version of SageManifolds, there will be a function `divergence()`

. For the moment, to evaluate $f$,
we first form the tensor $S^j_{\ \, i}$ by raising the first index (`pos=0`

) of $S$ with $g$:

In [26]:

```
SU = S.up(g, pos=0)
print(SU)
```

`0`

) and the third one (`2`

) of the tensor
$(\nabla S)^j_{\ \, ik} = \nabla_k S^j_{\ \, i}$:

In [27]:

```
divS = nabla(SU).trace(0,2)
print(divS)
```

In [28]:

```
divS.set_name('f')
divS.display()
```

Out[28]:

In [29]:

```
divS.display_comp()
```

Out[29]:

Displaying the components one by one:

In [30]:

```
divS[1]
```

Out[30]:

In [31]:

```
divS[2]
```

Out[31]:

In [32]:

```
divS[3]
```

Out[32]:

In [ ]:

```
```