# HyperView MARC Results Reader

HyperView supports MARC t16 files for version 2008 r1.

## Model Import

Element Type | Element Configuration |
---|---|

3 | Plane stress quadrilateral. |

5 | Beam column |

6 | Two-dimensional, plane strain, three-node triangle. |

7 | Eight-node, isoparametric, three-dimensional hexahedron. Note: It could also
be a distorted cube. HyperView treats it as
penta. |

9 | Three-dimensional truss. |

10 | Arbitrary quadrilateral ax symmetric ring. |

11 | Arbitrary quadrilateral plane-strain. |

15 | Axisymmetric, curved, thin-shell element. |

18 | Four-node isoparametric membrane. |

21 | Three-dimensional 20-node brick. |

22 | Quadratic thick shell element. |

26 | Plane stress, eight-node distorted quadrilateral. |

27 | Plane strain, eight-node, distorted quadrilateral. |

28 | Axisymmetric, eight-node distorted quadrilateral. |

30 | Membrane, eight-node, distorted quadrilateral. |

32 | Plane strain, eight-node, distorted quadrilateral. |

35 | Three-dimensional 20-node brick, Herrmann formulation. |

36 | Three-dimensional, two-node, heat transfer link. (represented as bar). |

37 | Arbitrary planar triangle (heat transfer element). |

39 | Heat transfer element (planar bilinear quadrilateral). |

41 | Eight-node planar biquadratic quadrilateral (heat transfer element). |

43 | Three-dimensional eight-node brick (heat transfer element). |

49 | Finite rotation, linear, thin shell element. |

52 | Elastic beam. |

55 | Axisymmetric, eight-node, distorted quadrilateral. |

68 | Elastic four-node shear panel. |

72 | Bilinear constrained shell element. |

75 | Bilinear thick shell. |

116 | Arbitrary quadrilateral, axisymmetric ring, reduced integration. |

117 | Eight-node, 3D, first-order isoparametric element (arbitrarily distorted cube). |

126 | Axisymmetric, six-node, distorted triangle. |

127 | Three-dimensional, ten-node tetrahedron. |

129 | Axisymmetric, six-node, distorted triangle. |

134 | Three-dimensional, four-node tetrahedron. |

136 | Three-dimensional, arbitrarily distorted pentahedral. |

138 | Bilinear, thin-triangular, shell element. |

139 | Bilinear, thin-shell, element. |

149 | Three-dimensional, eight-node, composite brick element. |

156 | Axisymmetric, low-order, triangular element. |

173 | Three-node, 3D cavity, surface element. |

174 | Four-node, 3D cavity, surface element. |

185 | Three-dimensional, eight-node, solid shell. |

202 | Three-dimensional, fifteen-node, pentahedral. |

## Result Import

Data Type | Data Name | Post Code |
---|---|---|

Vectors | Displacements External applied forces External force Reaction forces Velocity Acceleration Contact friction force Tying forces |
1 3 3 5 28 30 37 46 |

Nodal Scalars | Temperature Electric potential External heat flux External electric current Reaction heat flux External electric charge Reaction electric charge Contact normal stress Contact normal force |
14 17 15 21 16 18 19 34 35 |

Tensor Results (Solid and Shell Elements) | Strain Stress Components of Plastic Strains Components of total strains tensor Components of stress tensor Components of plastic strain tensor Components of creep strain tensor Components of cauchy stress tensor Stresses in preferred director tensor Stress in global coordinate system |
1-6 11-16 21-26 301-306 311-316 321-326 331-336 341-346 391-396 411-416 |

Element Scalars | Equivalent plastic strain Equivalent creep strain Total temperature Increment of temperature Equivalent mises stress Thickness of element Total swelling strain Strain energy density Volume Equivalent cauchy stress Failure indices associated with failure criteria Equivalent elastic strain Equivalent viscoplastic strain rate Axial force Components of interlaminar normal stress for composites Components of interlaminar shear stress for composites Elastic strain energy density |
7 8 9 10 17 20 38 48 78 47 91-107 127 175 264 251 254 58 |