HyperView User's Guide

Supported Nastran Results in HyperView

Supported Nastran Results in HyperView

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Supported Nastran Results in HyperView

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HyperView supports Nastran FEMZIP, OP2 and XDB result file formats.

Data types supported from Nastran OP2 files include:

Data Name

Result Type

Data Type

1D Element (Forces / Moments)*

ELEMENT

VECTOR

Acceleration (Translation / Rotation)

NODE

VECTOR

Applied (Forces / Moments)

NODE

VECTOR

Contact (Force / Moment / Traction)

NODE

VECTOR

Displacement

NODE

VECTOR

Element (Fluxes / Gradients)

ELEMENT

VECTOR

Grid Point Element (Forces / Moments)**

ELEMENT

VECTOR

MPC (Forces / Moments)

NODE

VECTOR

Rotation

NODE

VECTOR

SPC (Forces / Moment)

NODE

VECTOR

Summed (Forces / Moments)

NODE

VECTOR

Velocity (Translation / Rotation)

NODE

VECTOR

2D Element (Forces / Moments)***

ELEMENT

TENSOR3-D |TENSOR2-D

Composite (Stress / Strain)

ELEMENT

TENSOR3-D |TENSOR2-D

Grid Point Stresses

NODE

TENSOR3-D |TENSOR2-D

Nonlinear Strain

ELEMENT

TENSOR3-D |TENSOR2-D

C

ELEMENT

TENSOR3-D |TENSOR2-D

PSD Stress

ELEMENT

TENSOR3-D |TENSOR2-D

RMS Stress

ELEMENT

TENSOR3-D |TENSOR2-D

Strain

ELEMENT

TENSOR3-D |TENSOR2-D

Stress

ELEMENT

TENSOR3-D |TENSOR2-D

1D Force:

CROD Axial Force

CROD Torque

CBAR Bending Moment (A1 / A2)

CBAR Bending Moment (B1 / B2)

CBAR Shear1

CBAR Shear2

CBAR Axial Force

CBAR Torque

CBEAM Bending Moment (Plane1 A / Plane2 A)

CBEAM Bending Moment (Plane1 B / Plane2 B)

CBEAM Web Shear (Plane1 A / Plane2 A)

CBEAM Web Shear (Plane1 B / Plane2 B)

CBEAM Axial Force (A / B)

CBEAM Total Torque (A / B)

CBEAM Warping Torque (A / B)

CBUSH Force (x / y / z)

CBUSH Moment (x / y / z)

CELAS1 Force

CELAS2 Force

CGAP Normal x

CGAP Shear (v / w / y / z)

CGAP Axial u

CGAP Slip (v / w)

CWELD Bending Moment (Plane1 A / Plane2 A)

CWELD Bending Moment (Plane1 B / Plane2 B)

CWELD Shear (Plane1 / Plane2)

CWELD Axial Force

CWELD Torque

ELEMENT

SCALAR

1D Nonlinear Stress

CBEAM Equivalent Stress at Point (C1 / C2)

CBEAM Equivalent Stress at Point (D1 / D2)

CBEAM Equivalent Stress at Point (E1 / E2)

CBEAM Equivalent Stress at Point (F1 / F2)

CBEAM Long Stress at Point (C1 / C2)

CBEAM Long Stress at Point (D1 / D2)

CBEAM Long Stress at Point (E1 / E2)

CBEAM Long Stress at Point (F1 / F2)

ELEMENT

SCALAR

1D Nonlinear Strain

CBEAM Effective Creep Strain at Point (C1 / C2)

CBEAM Effective Creep Strain at Point (D1 / D2)

CBEAM Effective Creep Strain at Point (E1 / E2)

CBEAM Effective Creep Strain at Point (F1 / F2)

CBEAM Effective Plastic Strain at Point (C1 / C2)

CBEAM Effective Plastic Strain at Point (D1 / D2)

CBEAM Effective Plastic Strain at Point (E1 / E2)

CBEAM Effective Plastic Strain at Point (F1 / F2)

CBEAM Total Strain at Point (C1 / C2)

CBEAM Total Strain at Point (D1 / D2)

CBEAM Total Strain at Point (E1 / E2)

CBEAM Total Strain at Point (F1 / F2)

ELEMENT

SCALAR

1D Strain

CBAR Axial

CBAR (SA1 / SA2 / SA3 / SA4)

CBAR SA (Maximum / Minimum)

CBAR Safety Margin (Compression / Tension)

CBAR (SB1 / SB2 / SB3 / SB4)

CBAR SB (Maximum / Minimum)

CBEAM Long Strain at Point (C1 / C2)

CBEAM Long Strain at Point (D1 / D2)

CBEAM Long Strain at Point (E1 / E2)

CBEAM Long Strain at Point (F1 / F2)

CBEAM Margin of Safety (Compression1 / Compression2)

CBEAM Margin of Safety (Tension1 / Tension2)

CBEAM Maximum (Strain1 / Strain2)

CBEAM Minimum (Strain1 / Strain2)

CELAS Strain

CROD Axial (Strain / Safety Margin)

CROD Torsional (Strain / Safety Margin)

CWELD Axial Strain

CWELD Max Shear Strain

CWELD Max (Strain A / Strain B)

CWELD Min (Strain A / Strain B)

ELEMENT

SCALAR

1D Stress

CBAR Axial

CBAR (SA1 / SA2, SA3, SA4)

CBAR SA (Maximum / Minimum)

CBAR Safety Margin (Compression / Tension)

CBAR (SB1 / SB2 / SB3 / SB4)

CBAR SB (Maximum / Minimum)

CBEAM Long Stress at Point (C1 / C2)

CBEAM Long Stress at Point (D1 / D2)

CBEAM Long Stress at Point (E1 / E2)

CBEAM Long Stress at Point (F1 / F2)

CBEAM Maximum (Stress1 / Stress2)

CBEAM Margin of Safety (Compression1 / Compression2)

CBEAM Margin of Safety (Tension1 / Tension2)

CBEAM Minimum (Stress1 /  Stress2)

CELAS Stress

CROD Axial (Stress / Safety Margin)

CROD Torsional (Stress / Safety Margin)

CWELD Axial Stress

CWELD Bearing Stress

CWELD Max Shear Stress

CWELD Max (Stress A / Stress B)

CWELD Min (Stress A / Stress B)

ELEMENT

SCALAR

2D Force

Membrane (x / y / xy)

Bending (x / y / xy)

trans_shear (x / y)

ELEMENT

SCALAR

CBEAM Forces*****

CBEAM Axial Force

CBEAM Bending Moment (Plane1 / Plane2)

CBEAM Total Torque

CBEAM Warping Torque

CBEAM Web Shear (Plane1 / Plane2)

ELEMENT

SCALAR

CHBDYG

Applied Load

Forced Convection

Free Convection

Radiation

Total

ELEMENT

SCALAR

Contact Pressure

NODE

SCALAR

Contact Status

NODE

SCALAR

Contact Stress

Normal Stress

Friction Stress 1

Friction Stress 2

NODE

SCALAR

CSHEAR Force

Force (4 to 1 / 2 to 1)

Force (1 to 2 / 3 to 2)

Force (2 to 3 / 4 to 3)

Force (3 to 4 / 1 to 4)

Kick Force on (1 / 2 / 3 / 4)

Shear (12 / 23 / 34 / 41)

ELEMENT

SCALAR

CSHEAR Forces****

Corner Forces

Kick Forces

Shear Forces

ELEMENT

SCALAR

CSHEAR Strain

Average shear

Maximum shear

Safety margin

ELEMENT

SCALAR

CSHEAR Stress

Maximum shear

Average shear

Safety margin

ELEMENT

SCALAR

CWELD Force

Axial Force

Bending Moment (Plane1 A / Plane2 A)

Bending Moment (Plane1 B / Plane2 B)

Shear (Plane1 / Plane2)

Torque

ELEMENT

SCALAR

CWELD Strain

Axial Strain

Max Shear Strain

Max Strain (A / B)

Min Strain (A / B)

ELEMENT

SCALAR

CWELD Stress

Axial Stress

Bearing Stress

Max Shear Stress

Max Stress (A / B)

Min Stress (A / B)

ELEMENT

SCALAR

Damping Energy

Damping Energy

% of Total Energy

Energy Density

ELEMENT

SCALAR

Direct Grid Point Stresses

Mean Pressure

Normal (x / y / z)

Shearxy

Shearyz

Shearzx

Vonmises

NODE

SCALAR

Direct Strain

Firstprincipal

Normal (x / y /z)

Secondprincipal

Shearangle

Shearxy

Shearyz

Shearzx

Thirdprincipal

Vonmises

ELEMENT

SCALAR

Direct Stress

Firstprincipal

Normal (x / y / z)

Secondprincipal

Shearangle

Shearxy

Shearyz

Shearzx

Thirdprincipal

Vonmises

ELEMENT

SCALAR

Failure Index

For Direct Stress

For Inter Laminar Stress

ELEMENT

SCALAR

Grid Temperatures

NODE

SCALAR

Heat Flow

Applied Load

Convection

Convection Coefficient

Radiation

Total

ELEMENT

SCALAR

Inter Laminar Strain

Shear XZ

Shear YZ

ELEMENT

SCALAR

Inter Laminar Stress

Shear XZ

Shear YZ

ELEMENT

SCALAR

Kinetic Energy

Kinetic Energy

% of Total Energy

Energy Density

ELEMENT

SCALAR

Nonlinear Strain

Creep

Normal (x / y / z)

Plastic

Shearxy

Shearyz

Shearzx

ELEMENT

SCALAR

Nonlinear Stress

Equivalent

Normal (x / y / z)

Shearxy

Shearyz

Shearzx

ELEMENT

SCALAR

Axisymmetric Strain

Radial

Azimuthal

Axial

Shear Stress

Maximum Principal

Maximum Shear

Octahedral

ELEMENT

SCALAR

Axisymmetric Stress

Radial

Azimuthal

Axial

Shear Stress

Maximum Principal

Maximum Shear

Octahedral

ELEMENT

SCALAR

Ply Thickness

ELEMENT

SCALAR

Shell Thickness

ELEMENT

SCALAR

Strain Energy

Strain Energy

% of total energy

Energy density

ELEMENT

SCALAR

Temperature

NODE

SCALAR

The following table provides details about HyperView’s support for Nastran.

*

See Element Forces (Vector Plot) for more details.

**

Grid Point Element Forces/Moments are read into HV as element results with Corner Data. Corner data values represent the individual nodal grid point forces/moments for the given element.

***

See Element Forces (Tensor Plot) for more details.

****

CSHEAR Forces are read into HV as element results with Corner Data. Corner data values represent the following:

Corner Forces: N1: Force 4 to 1
Corner Forces: N2: Force 1 to 2
Corner Forces: N3: Force 2 to 3
Corner Forces: N4: Force 3 to 4
Shear Forces: N1: Shear 41
Shear Forces: N2: Shear 12
Shear Forces: N3: Shear 23
Shear Forces: N4: Shear 34
Kick Forces: N1: Kick 1
Kick Forces: N2: Kick 2
Kick Forces: N3: Kick 3
Kick Forces: N4: Kick 4

*****

CBEAM Forces are read into HV as element results with Corner Data. Corner data values represent the individual nodal grid point forces for the given element.

 

Notes:        

HyperView supports composite stress in OP2 result files generated from Nastran 2012.
HyperView supports GPFORCE results in OP2 result files for frequency response.
HyperView supports OP2 result files generated with the option PARAM, POST, 1.
HyperView supports the following data block names for PARAM, POST, -1:

OQG1, OUGV1, OES1, OEF1, OSTR1, ONRGY1, OES1X .

HyperView supports the following data block names for PARAM, POST, -2:

OQG1, BOUGV1, OUGV1, OES1, OEF1, OSTR1, ONRGY1, OES1X.

HyperView supports the following element types for stress and strain data types:

CQUAD (33), CQUADR (82), CTETRA (39), CTRIAR(70) CQUAD8 (64), CHEXA (67), CPENTA (68), CTRIA3 (74)

CTRIA6 (75), CQUAD4(144), CTRIAX6 (53)

For corner stress and strain, following element types are supported:

CQUAD8 (64), CTRIA6 (75), CQUAD4(144), CTETRA (39), CHEXA (67), CPENTA (68)

HyperView supports the following element types for force data type:

CROD(1), CONROD(10), CBEAM(2), CELAS1(11), CELAS2(12), CGAP(38), CBAR(34), CQUAD4(33), CTRIA3(74),

CQUAD(64), CQUADR(82), CTRIA6(75), CTRIAR(70), CQUAD4(144)

For modal frequency response problems (sol 103), the simulation name is Mode # f #Hz.
HyperView supports the following data block names for geometry:

GEOM1, GEOM1S, GEOM2, GEOM2S

HEX8(208), HEX20(220), PENTA6(206), PENTA15(215), TETRA4(204),

TETRA10(210), QUAD4(104), TRIA3(103), QUAD8(108), TRIA6(106),BAR(60),

ROD(61)

All tensor results (2D and 3D) should be viewed in the Element Result System
To extract only a selected set of results, use the external translator HvTrans to create an h3d file.

 

Reading Nastran Model and Result Files


Functionality

HyperView – Animation Window

Reads model file directly

DAT, NAS, BDF, OP2, XDB

Reads results file directly

OP2, XDB

Reads translated results

PCH (hmnast: HMRES and H3D)

OP2 (hmnast02:HMRES and H3D)

Nastran Results Form for OP2 and XDB

 

Nastran centroidal results

Yes

Nastran corner results

Yes

Thickness contour

Yes

Coordinate Systems

 

Transforms results to other system type in application

Yes

Transform any tensor to vector results

Yes