AxisymmetricT_SF: Equivalent surface load for an element with distributed load

Description Usage Arguments Value

Description

Equivalent surface load for an element with distributed load

Usage

1
AxisymmetricT_SF(DOF = 6, pr, pz, case, vec_nodalcoordinates)

Arguments

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).

Value

A vector of equivalent nodal loads for an axisymmetric triangular element with surface load.


khameelbm/finiteR documentation built on May 6, 2019, 8:03 p.m.