Semester : SEMESTER 1
Subject : Finite Element Method
Year : 2018
Term : JULY
Branch : MACHINE DESIGN
Scheme : 2015 Full Time
Course Code : 01 ME 6103
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PART C
7.൭. Write the shape functions of an isoparametric
quadrilateral 8 node element 2
Edgeot = +1
b. Derive the strain displacement B matrix for an
isoparametric quadrilateral plate element shown on
figure 10
(-1, -1) (1, -1)
8.൭. Derive the stiffness matrix for an axisymmetric
triangular element