Question Index
We use area (natural) coordinates $L_1, L_2, L_3$ with the constraint $L_1 + L_2 + L_3 = 1$. The element is a complete cubic triangle requiring $m = \frac{(3+1)(3+2)}{2} = 10$ terms.
Corner Nodes ($L_i = 1$ at vertex $i$, cubic in $L_i$):
For $N_1$: must be zero at $L_1 = 0$, $L_1 = \frac{1}{3}$, and $L_1 = \frac{2}{3}$, and equal to 1 at $L_1 = 1$.
At $L_1 = 1$: $1 = C(1)\left(\frac{2}{3}\right)\left(\frac{1}{3}\right) = \frac{2C}{9} \implies C = \frac{9}{2}$
Side Nodes (between corners, at $\frac{1}{3}$ and $\frac{2}{3}$ positions):
For $N_4$ (between nodes 1 and 2, at $L_1 = \frac{2}{3}$, $L_2 = \frac{1}{3}$):
At node 4: $1 = C\left(\frac{2}{3}\right)\left(\frac{1}{3}\right)\left(\frac{1}{3}\right) \implies C = \frac{27}{2}$
Interior Node (centroid at $L_1 = L_2 = L_3 = \frac{1}{3}$):
At node 10: $1 = C\left(\frac{1}{3}\right)^3 = \frac{C}{27} \implies C = 27$
This completes the 10 shape functions for the cubic triangular element.
We use the Serendipity concept (Ref: Section 4.4 — Serendipity Family). Each $N_i$ must equal 1 at node $i$ and 0 at all other nodes.
Corner Nodes:
For $N_1$ at $(\xi_1, \eta_1) = (-1, -1)$:
- $N_1 = 0$ when $\xi = 1 \implies (1-\xi)$ is a factor
- $N_1 = 0$ when $\eta = 1 \implies (1-\eta)$ is a factor
- $N_1 = 0$ at node 5 ($\xi=0,\eta=-1$) and node 8 ($\xi=-1,\eta=0$): the line through these mid-side nodes is $\xi + \eta + 1 = 0$, so $(1+\xi+\eta)$ is a factor
Assume $N_1 = C(1-\xi)(1-\eta)(1+\xi+\eta)$.
At node 1: $1 = C(1+1)(1+1)(1-1-1) = C(2)(2)(-1) = -4C \implies C = -\frac{1}{4}$
By similar reasoning for the other corners:
General corner formula: $N_i = \frac{1}{4}(1+\xi\xi_i)(1+\eta\eta_i)(\xi\xi_i + \eta\eta_i - 1)$
Mid-side Nodes:
For $N_5$ at $(0, -1)$:
- $N_5 = 0$ when $\xi = \pm 1 \implies (1-\xi^2)$ is a factor
- $N_5 = 0$ when $\eta = 1 \implies (1-\eta)$ is a factor
Assume $N_5 = C(1-\xi^2)(1-\eta)$. At node 5: $1 = C(1)(2) \implies C = \frac{1}{2}$
Summary of general formulas for 8-noded serendipity element:
$$\text{Corners } (\xi_i = \pm 1, \eta_i = \pm 1): \quad N_i = \frac{1}{4}(1+\xi\xi_i)(1+\eta\eta_i)(\xi\xi_i + \eta\eta_i - 1)$$ $$\text{Mid-sides } (\xi_i = 0, \eta_i = \pm 1): \quad N_i = \frac{1}{2}(1-\xi^2)(1+\eta\eta_i)$$ $$\text{Mid-sides } (\xi_i = \pm 1, \eta_i = 0): \quad N_i = \frac{1}{2}(1+\xi\xi_i)(1-\eta^2)$$Method 1: Polynomial (Cartesian Coordinate) Approach
6 nodal displacements ($u_1, u_2, u_3, v_1, v_2, v_3$) $\implies$ select polynomial with 3 coefficients each:
Applying boundary conditions for $u$:
Inverting:
where $2A = \det \begin{vmatrix} 1 & x_1 & y_1 \\ 1 & x_2 & y_2 \\ 1 & x_3 & y_3 \end{vmatrix}$ and:
$a_i = x_j y_k - x_k y_j$, $b_i = y_j - y_k$, $c_i = x_k - x_j$
where $(i, j, k)$ = cyclic: $(1,2,3)$, $(2,3,1)$, $(3,1,2)$
Substituting back: $u = [1 \;\; x \;\; y] \cdot \frac{1}{2A}[C]\{u_i\}$
where $a_1 = x_2 y_3 - x_3 y_2$, $b_1 = y_2 - y_3$, $c_1 = x_3 - x_2$, etc.
Method 2: Natural (Area) Coordinate Approach
Using area coordinates $L_1, L_2, L_3$ with $L_1 + L_2 + L_3 = 1$:
At node 1 $(L_1=1, L_2=0, L_3=0)$: $u_1 = \alpha_1$. Similarly $u_2 = \alpha_2$, $u_3 = \alpha_3$.
This is identical to Q4 above. Using the natural coordinate mapping $\xi = x/a$, $\eta = y/b$ (so that $\xi, \eta \in [-1,1]$), the derivation follows the Serendipity approach from Section 4.4.
The shape functions are derived exactly as in Q4. For completeness, restating the results:
Corner Nodes ($\xi_i = \pm 1$, $\eta_i = \pm 1$):
Mid-side Nodes:
Verification:
| Node | $(\xi_i, \eta_i)$ | $N_i$ at that node |
|---|---|---|
| 1 | $(-1,-1)$ | $\frac{1}{4}(2)(2)(-1-1-1) = -\frac{1}{4}(4)(-1) = 1$ ✓ |
| 5 | $(0,-1)$ | $\frac{1}{2}(1-0)(1+1) = 1$ ✓ |
Also verify partition of unity: $\sum_{i=1}^{8} N_i = 1$ for all $(\xi, \eta)$. ✓
This is again the 8-noded serendipity element as derived in Q4 and Q6. The Serendipity approach yields:
Corner nodes ($i = 1, 2, 3, 4$):
$$N_i = \frac{1}{4}(1+\xi_0)(1+\eta_0)(\xi_0 + \eta_0 - 1)$$where $\xi_0 = \xi\xi_i$, $\eta_0 = \eta\eta_i$.
Expanding individually:
Mid-side nodes ($i = 5, 6, 7, 8$):
$$N_5 = \frac{1}{2}(1-\xi^2)(1-\eta) \quad \text{at } (0,-1)$$ $$N_6 = \frac{1}{2}(1+\xi)(1-\eta^2) \quad \text{at } (1,0)$$ $$N_7 = \frac{1}{2}(1-\xi^2)(1+\eta) \quad \text{at } (0,1)$$ $$N_8 = \frac{1}{2}(1-\xi)(1-\eta^2) \quad \text{at } (-1,0)$$Property check: $N_i(\xi_j, \eta_j) = \delta_{ij}$ (Kronecker delta). Each $N_i = 1$ at node $i$ and $0$ at all other nodes. ✓
The parent element has vertices at $(0,0)$, $(1,0)$, $(0,1)$ with constraint $\xi + \eta \leq 1$.
For $N_1$ at $(0,0)$: Must be zero on the hypotenuse $\xi + \eta - 1 = 0$.
For $N_2$ at $(1,0)$: Must be zero at $\xi = 0$.
For $N_3$ at $(0,1)$: Must be zero at $\eta = 0$.
Verification: $N_1 + N_2 + N_3 = (1 - \xi - \eta) + \xi + \eta = 1$ ✓
Step 1: Node Coordinates
From the figure, with origin at the midpoint of the base:
| Node | $x$ | $y$ | Type |
|---|---|---|---|
| 1 | $-a$ | $0$ | Corner |
| 2 | $a$ | $0$ | Corner |
| 3 | $0$ | $2b$ | Corner |
| 4 | $0$ | $0$ | Mid-side (1–2) |
| 5 | $a/2$ | $b$ | Mid-side (2–3) |
| 6 | $-a/2$ | $b$ | Mid-side (3–1) |
Step 2: Area Coordinates for this Triangle
Vertices: $(x_1, y_1) = (-a, 0)$, $(x_2, y_2) = (a, 0)$, $(x_3, y_3) = (0, 2b)$.
So the total area $A = 2ab$.
The area coordinates $L_i = \frac{1}{2A}(a_i + b_i x + c_i y)$ where:
| $a_i = x_j y_k - x_k y_j$ | $b_i = y_j - y_k$ | $c_i = x_k - x_j$ | |
|---|---|---|---|
| $i=1,\;j=2,\;k=3$ | $a(2b) - 0 = 2ab$ | $0 - 2b = -2b$ | $0 - a = -a$ |
| $i=2,\;j=3,\;k=1$ | $0 - (-a)(2b) = 2ab$ | $2b - 0 = 2b$ | $-a - 0 = -a$ |
| $i=3,\;j=1,\;k=2$ | $(-a)(0) - a(0) = 0$ | $0 - 0 = 0$ | $a - (-a) = 2a$ |
• At node 1 $(-a,0)$: $L_1 = \frac{1}{2}+\frac{1}{2}-0 = 1$, $L_2 = \frac{1}{2}-\frac{1}{2}-0 = 0$, $L_3 = 0$ ✓
• At node 2 $(a,0)$: $L_1 = 0$, $L_2 = 1$, $L_3 = 0$ ✓
• At node 3 $(0,2b)$: $L_1 = \frac{1}{2}-0-\frac{1}{2} = 0$, $L_2 = 0$, $L_3 = 1$ ✓
• $L_1 + L_2 + L_3 = 1 - \frac{y}{2b} + \frac{y}{2b} = 1$ ✓
Step 3: Shape Functions in Area Coordinates
For a 6-noded quadratic triangle, using the standard area coordinate formulas (Ref: Sec. 4.4):
Corner nodes ($N_i$ must vanish at $L_i = 0$ and $L_i = \frac{1}{2}$):
Mid-side nodes ($N_k$ at midpoint of side between $i$ and $j$):
Step 4: Shape Functions in Cartesian Coordinates $(x, y)$
Substituting the expressions for $L_1, L_2, L_3$:
Final shape functions (area coordinate form):
$$\boxed{N_1 = L_1(2L_1-1), \quad N_2 = L_2(2L_2-1), \quad N_3 = L_3(2L_3-1)}$$ $$\boxed{N_4 = 4L_1 L_2, \quad N_5 = 4L_2 L_3, \quad N_6 = 4L_1 L_3}$$where $\;L_1 = \frac{1}{2} - \frac{x}{2a} - \frac{y}{4b}$, $\;L_2 = \frac{1}{2} + \frac{x}{2a} - \frac{y}{4b}$, $\;L_3 = \frac{y}{2b}$
Verification at nodes:
| Node | $(x, y)$ | $(L_1, L_2, L_3)$ | $N_i = 1$? |
|---|---|---|---|
| 1 | $(-a, 0)$ | $(1, 0, 0)$ | $N_1 = 1(2-1)=1$ ✓ |
| 2 | $(a, 0)$ | $(0, 1, 0)$ | $N_2 = 1(2-1)=1$ ✓ |
| 3 | $(0, 2b)$ | $(0, 0, 1)$ | $N_3 = 1(2-1)=1$ ✓ |
| 4 | $(0, 0)$ | $(\frac{1}{2}, \frac{1}{2}, 0)$ | $N_4 = 4 \cdot \frac{1}{2} \cdot \frac{1}{2} = 1$ ✓ |
| 5 | $(a/2, b)$ | $(0, \frac{1}{2}, \frac{1}{2})$ | $N_5 = 4 \cdot \frac{1}{2} \cdot \frac{1}{2} = 1$ ✓ |
| 6 | $(-a/2, b)$ | $(\frac{1}{2}, 0, \frac{1}{2})$ | $N_6 = 4 \cdot \frac{1}{2} \cdot \frac{1}{2} = 1$ ✓ |
Using area coordinates $L_1, L_2, L_3$ with $L_1 + L_2 + L_3 = 1$ (Ref: Section 4.4 — Shape Functions for Isoparametric Triangular Elements).
Corner Nodes:
$N_1$ at node 1 ($L_1=1, L_2=0, L_3=0$): Must vanish when $L_1 = 0$ and when $L_1 = \frac{1}{2}$.
Mid-side Nodes:
$N_4$ at node 4 ($L_1 = \frac{1}{2}, L_2 = \frac{1}{2}, L_3 = 0$): Must vanish when $L_1 = 0$ and $L_2 = 0$.
Similarly for nodes 5 and 6:
Corner nodes:
$$\boxed{N_1 = L_1(2L_1 - 1), \quad N_2 = L_2(2L_2 - 1), \quad N_3 = L_3(2L_3 - 1)}$$Mid-side nodes:
$$\boxed{N_4 = 4L_1 L_2, \quad N_5 = 4L_2 L_3, \quad N_6 = 4L_1 L_3}$$Verification:
| Node | $(L_1, L_2, L_3)$ | $N_i$ value |
|---|---|---|
| 1 | $(1, 0, 0)$ | $N_1 = 1(2-1) = 1$, all others = 0 ✓ |
| 4 | $(\frac{1}{2}, \frac{1}{2}, 0)$ | $N_4 = 4 \cdot \frac{1}{2} \cdot \frac{1}{2} = 1$, $N_1 = \frac{1}{2}(0) = 0$ ✓ |
| 5 | $(0, \frac{1}{2}, \frac{1}{2})$ | $N_5 = 4 \cdot \frac{1}{2} \cdot \frac{1}{2} = 1$, $N_2 = \frac{1}{2}(0) = 0$ ✓ |
Summary of All Shape Function Results
| Element | Type | Coordinate System | Key Result |
|---|---|---|---|
| 3-noded triangle (CST) | Linear | Area coordinates | $N_i = L_i$ |
| 3-noded triangle | Linear | Isoparametric $(\xi,\eta)$ | $N_1 = 1-\xi-\eta$, $N_2 = \xi$, $N_3 = \eta$ |
| 6-noded triangle | Quadratic | Area coordinates | $N_i = L_i(2L_i-1)$ (corner); $N_{ij} = 4L_iL_j$ (mid) |
| 6-noded triangle | Quadratic | Isoparametric $(\xi,\eta)$ | $N_1 = (1-\xi-\eta)(1-2\xi-2\eta)$, etc. |
| 10-noded triangle | Cubic | Area coordinates | $N_i = \frac{9}{2}L_i(L_i-\frac{1}{3})(L_i-\frac{2}{3})$ (corner) |
| 8-noded rectangle | Serendipity | Natural $(\xi,\eta)$ | Corner: $\frac{1}{4}(1+\xi_0)(1+\eta_0)(\xi_0+\eta_0-1)$ |
- Polynomial / Generalized Coordinate: Used for CST (Q5)
- Serendipity Concept: Used for 8-noded rectangle (Q4, Q6, Q7)
- Natural / Area Coordinates: Used for triangular elements (Q3, Q5, Q8, Q9, Q10)