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NX Nastran DMAP Programmer's Guide - Kxcad.net

NX Nastran DMAP Programmer's Guide - Kxcad.net

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GPFDR<br />

Computes grid point forces and element strain energy<br />

TINY Input-real-default=1.E-03. Small element strain energy value. Element<br />

strain energies less than TINY will not be printed.<br />

XFLAG Input-integer-default=0. Strain energy method selection.<br />

Remarks:<br />

1. GPFDR creates the grid point force balance table for a user-selected set of points.<br />

This table lists the forces acting at each selected point due to element constraints,<br />

single-point constraints, and applied loads. Also listed is the sum total of these<br />

forces which represents the balance in an opposite direction due to multipoint<br />

constraints, general elements, round-off errors, and other nonlisted sources.<br />

Subtotals for element sets and element types are also provided.<br />

2. GPFDR creates the element strain energy table for a user-selected set of elements.<br />

These selected elements are listed by type with their strain energy, percent of total<br />

strain energy with respect to all elements and strain energy density. The strain<br />

energy is computed by one of the following equations:<br />

If XFLAG=0 (default):<br />

If XFLAG=1:<br />

0 Elemental force<br />

1 Cross displacement. See Remark 2.<br />

CYCLIC Input-logical-default=FALSE. Set to TRUE for cyclic symmetry models.<br />

WTMASS Input-real-default=1.0. Specifies scale factor on elemental mass matrix.<br />

⎧ 1⎫<br />

⎨ue⎬ ⎩ ⎭<br />

W e<br />

W e<br />

=<br />

=<br />

1<br />

-- { F<br />

2 e}<br />

T { ue }<br />

1⎧<br />

1 ⎫⎧ T ⎫⎧ i ⎫<br />

-- u<br />

2<br />

⎨ e ⎬⎨Ke⎬⎨ue⎬<br />

⎩ ⎭⎩<br />

⎭⎩<br />

⎭<br />

where is the displacement for the first subcase or mode and<br />

⎧ i ⎫<br />

⎨ue⎬ ⎩ ⎭<br />

where is the displacement for the i-th subcase or mode.<br />

Eq. 4-17<br />

Eq. 4-18<br />

3. The strain energy density is computed by dividing the strain energy by the<br />

element volume. The total energy is computed by summing the element strain<br />

energies of all elements for which stiffness matrices exist. General elements are<br />

not included.<br />

106

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