HyperView User's Guide

HyperView MARC Results Reader

HyperView MARC Results Reader

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HyperView MARC Results Reader

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HyperView supports MARC t16 files for version 2008 r1.

 

Model Import


The following element types are supported:

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


The following result data types are supported:

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