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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 Ф = a1 + a2X
 Higher order (or) Non linear element
Ф = a1 + a2x +a3 x2+ ……. Complex element
Simplex
element

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One dimensional problems