1. Local node number corresponds to ______________
a) Entire body
b) On element
c) On interface
d) On surface
Explanation: Local coordinate system corresponds to particular element in the body. The numbering is done to that particular element neglecting the entire body.
2. Natural or intrinsic coordinate system is used to define ___________
a) Co-ordinates
b) Shape functions
c) Displacement functions
d) Both shape functions and co-ordinate functions
Explanation: Natural coordinate system is another way of representing direction. It is based on the relative motion of the object. We use this system of coordinates in defining shape functions, which are used in interpolating the displacement field.
3. In q=[q1,q2]T is defined as __________
a) Element displacement vector
b) Element vector
c) Displacement vector
d) Shape function vector
Explanation: Once the shape functions are defined, the linear displacement field within in the element can be written in terms of nodal displacements q1 and q2 and matrix notation as q=[q1,q2]. Here q is referred as element displacement function.
4. Shape function is just a ___________
a) Displacement function
b) Equation
c) Interpolation function
d) Matrix function
Explanation: The shape function is the function which interpolates the solution between the discrete values obtained at the mesh nodes. Low order polynomials are typically chosen as shape functions. Interpolation within the shape functions is achieved through shape functions.
5. Isoparametric formula is ______________
a) x=N1x1+N2x2
b) x=N2x1+N1x2
c) x=N1x1-N2x2
d) x=N2x1-N1x2
Explanation: From nodal displacement equation we can write that isoparametric equation as
x=N1x1+N2x2
Here both displacement u and co-ordinate x are interpolated within the element using shape functions N1 and N2. This is called isoparametric formulation in literature.
6. B=\(\frac{1}{x_2-x_1}\)[-1 1] is an ___________
a) Strain matrix
b) Element-strain displacement matrix
c) Displacement matrix
d) Elemental matrix
Explanation: ε=Bq
Here B is element strain displacement matrix. Use of linear shape functions results in a constant B matrix. Hence, in a constant strain within the element. The stress from Hooke’s law is
σ=EBq.
7. Deformation at the end of elements are called _____________
a) Load
b) Displacement functions
c) Co-ordinates
d) Nodes
Explanation: Nodes are the points where displacement, reaction force, deformation etc.., can be calculated. Corner of each element is called a node. A node is a co-ordinate location in space where degrees of freedom are defined.
8. In shape functions, first derivatives must be _______ within an element.
a) Infinite
b) Finite
c) Natural
d) Integer
Explanation: In general shape functions need to satisfy that, first derivatives must be finite within element. Shape functions are interpolation functions. First derivatives are finite within element because for easy calculations.
9. In shape functions, _________ must be continuous across the element boundary.
a) Derivatives
b) Nodes
c) Displacement
d) Shape function
Explanation: Shape functions are interpolation functions. In general shape functions need to satisfy that, displacements must be continuous across the element boundary.
10. Stresses due to rigid body motion are _______________
a) Zero
b) Considered
c) Not considered
d) Infinite
Explanation: A rigid body is a solid body in which deformation is zero or so small it can be neglected. A rigid body is usually considered as a continuous distribution of mass. By rigid body deformation is neglected so stresses are not considered.