Problem 2
Question
If element thickness can vary and is computed as \(t=\sum N_{i} t_{i}\) from nodal values \(t_{i}\), what order of Gauss quadrature is needed to compute the exact volume of (a) a four-node plane element, and (b) an eight-node plane element?
Step-by-Step Solution
Verified Answer
The exact volume of a four-node plane element can be computed using Gauss quadrature of order 1, while for an eight-node plane element, a quadrature order of 2 is needed.
1Step 1: Understanding relationship
To determine the order of the Gauss quadrature, it is crucial to understand the relationship between the polynomial order of the thickness distribution and the Gauss quadrature order. We must first note that the thickness \(t\) is expressed as a linear or bilinear combination (interpolation) of the nodal values \(t_{i}\). For a four-node element, \(t = N_1t_1 + N_2t_2 + N_3t_3 + N_4t_4\) where \(N_{i}\) are the linear shape functions. For an eight-node element, \(t\) is a bilinear interpolation of the nodal values and hence, a second order polynomial.
2Step 2: Applying Gauss quadrature rule
The Gauss quadrature rule for 2D integrals (like quadrilateral elements) states that precise integration results are obtained when using an order equal to \(floor((p+1)/2)\), where p is the order of the polynomial. For a first order polynomial (like a four-node element), the Gauss quadrature of order 1 (1 Gauss point) will provide an exact result.
3Step 3: Determining quadrature order for the eight-node element
For the eight-node element, \(t\) is a second order polynomial. Applying the Gauss quadrature rule for 2D integrals again, we find that an order of 2 (4 Gauss points) is needed to find the exact volume of the element.
Key Concepts
Gauss QuadratureShape FunctionsPolynomial InterpolationPlane Element
Gauss Quadrature
Gauss Quadrature is a numerical technique used for evaluating integrals, especially in the context of finite element analysis. It plays a crucial role in accurately integrating functions over complex domains.
In essence, the method approximates the integral of a function by evaluating it at specific points called Gauss points. The selection of these points and their respective weights makes the approximation highly efficient and accurate.
For computing integrals over a plane element, the order of Gauss quadrature needed depends on the polynomial degree of the function being integrated. The rule ensures that a polynomial of degree up to, but not exceeding, twice the quadrature order minus one, is integrated exactly.
In essence, the method approximates the integral of a function by evaluating it at specific points called Gauss points. The selection of these points and their respective weights makes the approximation highly efficient and accurate.
For computing integrals over a plane element, the order of Gauss quadrature needed depends on the polynomial degree of the function being integrated. The rule ensures that a polynomial of degree up to, but not exceeding, twice the quadrature order minus one, is integrated exactly.
- This means, for a linear polynomial (degree 1), an order 1 Gauss quadrature is sufficient.
- For a quadratic polynomial (degree 2), you would need a quadrature order of 2.
Shape Functions
Shape Functions are mathematical constructs used in finite element analysis to interpolate the solution across the elements in the mesh.
They describe how the solution varies within an element and are pivotal in forming the stiffness matrix and force vector in FEM.
For a four-node plane element, linear shape functions are used, expressed as:
Thus, through shape functions, the FEM solution can be tailored closely to the physical problem being analyzed.
They describe how the solution varies within an element and are pivotal in forming the stiffness matrix and force vector in FEM.
For a four-node plane element, linear shape functions are used, expressed as:
- \( N_i = a_i + b_i\xi + c_i\eta \)
- where \(\xi\) and \(\eta\) are the local coordinates of the element.
Thus, through shape functions, the FEM solution can be tailored closely to the physical problem being analyzed.
Polynomial Interpolation
Polynomial Interpolation in the context of finite element methods is used to approximate complex functions using simpler polynomial equations.
In finite elements, interpolation is applied to construct approximate solutions over discretized domains.
The thickness of a plane element, for instance, can be expressed as a function of its nodal values through interpolation using shape functions.
In finite elements, interpolation is applied to construct approximate solutions over discretized domains.
The thickness of a plane element, for instance, can be expressed as a function of its nodal values through interpolation using shape functions.
- For a four-node element, the interpolation is linear, meaning that the thickness varies linearly across the element.
- For an eight-node element, the interpolation can be quadratic, providing greater accuracy in representing changes in thickness.
Plane Element
A Plane Element is a fundamental component in the finite element analysis of structures like slabs, panels, and membranes.
These elements are used to model problems in two dimensions, reducing the computational effort needed compared to 3D models.
Plane elements can vary in complexity, with four-node and eight-node elements being quite common:
These elements are used to model problems in two dimensions, reducing the computational effort needed compared to 3D models.
Plane elements can vary in complexity, with four-node and eight-node elements being quite common:
- Four-node plane elements are simpler and utilize linear shape functions, ideal for modeling structures with uniform properties.
- Eight-node plane elements are more complex, using quadratic shape functions to capture detailed variations over the element, like curvatures or variable material properties.
Other exercises in this chapter
Problem 1
Let uniform traction act normal to a surface of a quadratic solid Lagrange element that is rectangular and has uniformly spaced nodes. In the consistent element
View solution Problem 1
Derive locations and weights of an order 2 Gauss rule by requiring that it integrate exactly the polynomial \(\phi=a_{1}+a_{2} \xi+a_{3} \xi^{2}+a_{4} \xi^{3}\)
View solution Problem 2
Let the three-node bar element of Fig. 6.1-la be uniform, with niode 2 at the midpoint. The first row of its stiffness matrix \([\mathrm{k}]\) is \((A E / 3 L)\
View solution Problem 2
Sketch a quadrilateral with corners properly lettered and \(\xi \eta\) axes properly oriented if shape functions are written as \(N_{A}=\frac{1}{4}(1-\xi)(1+\et
View solution