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F.E. Analysis for Truss Structures >> F.E. Analysis for Truss Structures > inpbar3d

inpbar3d

Data migration and geometric and mechanical properties computation (3D bar element)

Syntax

[M, nod, elem, E, A, L, dircos, nn, ne] = inpbar3d(filename)

Parameters

filename:

File name of input data. (Path and) extension must be included

OUTPUT ARGUMENTS:

M:

Data importation matrix (structured)

nod:

Table of nodes [nn x 3]

elem:

Table of elements [ne x 9]

E:

Modulus of elasticity [ne x 1]

A:

Cross-sectional Area [ne x 1]

L:

Bar length [ne x 1]

dircos:

Direction cosines [ne x 3]

nn:

Number of nodes [1 x 1]

ne:

Number of elements [1 x 1]

Examples

// Demo:
exec(atomsGetInstalledPath(["CEMEF-UTN" "1.1.6"]) + "/demos/HVtower.dem.sce", -1);
// Press the "View-code" menu to see the detailled code.

Authors


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