Description Usage Arguments Value
Equivalent surface load for an element with distributed load
1 | AxisymmetricT_SF(DOF = 6, pr, pz, case, vec_nodalcoordinates)
|
DOF |
Degree of freedom of the element (6 by default) |
pr |
Magnitude of a uniform radial load |
pz |
Magnitude of a uniform axial load |
case |
Use 1 (if load is on side i-j, 2 if on side j-k, & 3 if on side i-k) |
vec_nodalcoordinates |
Vector of nodal coordinates in the form c(x1,y1,x2,y2,x3,y3). |
A vector of equivalent nodal loads for an axisymmetric triangular element with surface load.
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