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Jacobian of a four-node isoparametric element

Short answer

Global coordinates: (3.75, 2.25) mm. Jacobian = [2 0; 0.5 1.5], det J = 3.0. Derivatives ∂N/∂x: -0.0625, 0.0625, 0.1875, -0.1875; ∂N/∂y: -0.0625, -0.2708, 0.1875, 0.1458 (nodes 1–4).

Explain parametric mapping and the isoparametric concept. A four-node quadrilateral element has nodes 1 (0, 0), 2 (4, 0), 3 (5, 3) and 4 (1, 3), coordinates in mm, numbered anticlockwise. Using the bilinear shape functions in (ξ,η)(\xi, \eta), find at the point ξ=η=0.5\xi = \eta = 0.5: (a) the global coordinates, (b) the Jacobian matrix and its determinant, (c) the derivatives ∂Ni/∂x\partial N_i/\partial x and ∂Ni/∂y\partial N_i/\partial y.

Parametric mapping and isoparametric element

An arbitrary quadrilateral in the xx-yy plane is mapped from a square parent element with natural coordinates −1≤ξ,η≤1-1 \le \xi, \eta \le 1. In the isoparametric element, the same shape functions are used for the geometry and for the displacement:

x=∑Nixi,y=∑Niyi,u=∑Niui,v=∑Nivix = \sum N_ix_i,\quad y = \sum N_iy_i,\quad u = \sum N_iu_i,\quad v = \sum N_iv_i

Using the same order for geometry and displacement is the isoparametric concept (if the geometry uses lower-order functions than the displacement, the element is subparametric; if higher, superparametric). Derivatives need the chain rule, so the Jacobian matrix is required:

{∂N/∂ξ∂N/∂η}=[J]{∂N/∂x∂N/∂y},[J]=[∂x/∂ξ∂y/∂ξ∂x/∂η∂y/∂η],dA=det⁡[J] dξ dη\begin{Bmatrix} \partial N/\partial\xi \\ \partial N/\partial\eta \end{Bmatrix} = [J]\begin{Bmatrix} \partial N/\partial x \\ \partial N/\partial y \end{Bmatrix},\qquad [J] = \begin{bmatrix} \partial x/\partial\xi & \partial y/\partial\xi \\ \partial x/\partial\eta & \partial y/\partial\eta \end{bmatrix},\quad dA = \det[J]\,d\xi\,d\eta

Shape functions at ξ=η=0.5\xi = \eta = 0.5

Ni=14(1+ξξi)(1+ηηi)N_i = \tfrac{1}{4}(1 + \xi\xi_i)(1 + \eta\eta_i):

N1=14(0.5)(0.5)=0.0625, N2=0.1875, N3=0.5625, N4=0.1875N_1 = \tfrac{1}{4}(0.5)(0.5) = 0.0625,\ N_2 = 0.1875,\ N_3 = 0.5625,\ N_4 = 0.1875

(a) Global coordinates

x=0.0625(0)+0.1875(4)+0.5625(5)+0.1875(1)=3.75 mmy=0+0+0.5625(3)+0.1875(3)=2.25 mm\begin{aligned} x &= 0.0625(0) + 0.1875(4) + 0.5625(5) + 0.1875(1) = 3.75\ \text{mm} \\ y &= 0 + 0 + 0.5625(3) + 0.1875(3) = 2.25\ \text{mm} \end{aligned}

(b) Jacobian

Derivatives with respect to the natural coordinates:

∂Ni∂ξ=14ξi(1+ηηi),∂Ni∂η=14ηi(1+ξξi)\frac{\partial N_i}{\partial\xi} = \tfrac{1}{4}\xi_i(1 + \eta\eta_i),\qquad \frac{\partial N_i}{\partial\eta} = \tfrac{1}{4}\eta_i(1 + \xi\xi_i)
Node∂N/∂ξ\partial N/\partial\xi∂N/∂η\partial N/\partial\eta
1−0.125-0.125−0.125-0.125
20.1250.125−0.375-0.375
30.3750.3750.3750.375
4−0.375-0.3750.1250.125
J11=∑∂Ni∂ξxi=0.125(4)+0.375(5)−0.375(1)=2.0J12=∑∂Ni∂ξyi=0.375(3)−0.375(3)=0J21=∑∂Ni∂ηxi=−0.375(4)+0.375(5)+0.125(1)=0.5J22=∑∂Ni∂ηyi=0.375(3)+0.125(3)=1.5\begin{aligned} J_{11} &= \sum \frac{\partial N_i}{\partial\xi}x_i = 0.125(4) + 0.375(5) - 0.375(1) = 2.0 \\ J_{12} &= \sum \frac{\partial N_i}{\partial\xi}y_i = 0.375(3) - 0.375(3) = 0 \\ J_{21} &= \sum \frac{\partial N_i}{\partial\eta}x_i = -0.375(4) + 0.375(5) + 0.125(1) = 0.5 \\ J_{22} &= \sum \frac{\partial N_i}{\partial\eta}y_i = 0.375(3) + 0.125(3) = 1.5 \end{aligned} [J]=[2.000.51.5],det⁡[J]=3.0[J] = \begin{bmatrix} 2.0 & 0 \\ 0.5 & 1.5 \end{bmatrix},\qquad \det[J] = 3.0

(The element is a parallelogram of area 4×3=124 \times 3 = 12 mm2^2, which equals 4det⁡J4\det J because the parent square has area 4. For a parallelogram, JJ is constant.)

(c) Global derivatives

[J]−1=13[1.50−0.52.0][J]^{-1} = \frac{1}{3}\begin{bmatrix} 1.5 & 0 \\ -0.5 & 2.0 \end{bmatrix}
Node∂N/∂x\partial N/\partial x∂N/∂y\partial N/\partial y
1−0.0625-0.0625−0.0625-0.0625
20.06250.0625−0.2708-0.2708
30.18750.18750.18750.1875
4−0.1875-0.18750.14580.1458

Each column sums to zero, as it must because ∑Ni=1\sum N_i = 1.

Answer: (x,y)=(3.75, 2.25)(x, y) = (3.75,\ 2.25) mm; [J]=[200.51.5][J] = \begin{bmatrix} 2 & 0 \\ 0.5 & 1.5 \end{bmatrix}, det⁡J=3.0\det J = 3.0; derivatives as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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