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One Dimensional
Problems in FEA
PRESENTED BY
P.SIVASUBRAMANIYAN
AP/MECH, KCET.
Types of Elements
Simplex Elements (Having Primary nodes)
Higher order elements (having primary
and secondary nodes)
Common Types of Elements
One-Dimensional Elements
Line
Rods, Beams, Trusses, Frames
Two-Dimensional Elements
Triangular, Quadrilateral
Plates, Shells, 2-D Continua
Three-Dimensional Elements
Tetrahedral, Rectangular Prism (Brick)
3-D Continua
Location of Nodes
 Optional
 Essential
No of Elements
 Elements to be chosen related to the accuracy desired.
 Size
 Number of DOF
Node Numbering Scheme
 Maximum node number  Minimum node number =
Minimum
 Shorter side node numbering is better than Longer side
 M/c component is loaded, displacement occur at various
parts of the component. These displacement of various
parts are known as DOF
+
X
-X
+
Y
-Y
+
Z
-Z
12 Directions
Boundary Conditions
F
Geometric or
Essential BC
1
2
Natural or
Optional BC
Functions
 Finite Element Equation
(Displacement at primary nodes)
 Shape Functions
(Displacement at other locations in terms of primary
nodal displacements)
Coordinate systems
 Global
 Local
Interpolation Functions
 The function used to represent the behaviour of the
solution within an element is called interpolation function
or approximate function.
 Polynomial
 Trignometric
 Linear elements 个 = a1 + a2X
 Higher order (or) Non linear element
个 = a1 + a2x +a3 x2+ . Complex element
Simplex
element

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