1D Elements

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ALL, DIRECT and TENSOR options

Von Mises Stress

CELAS Stress

CROD Axial Stress

CBAR Longitudinal Stress SAC

CBAR Longitudinal Stress SAD

CBAR Longitudinal Stress SAE

CBAR Longitudinal Stress SAF

CBAR Longitudinal Stress SAMIN

CBAR Longitudinal Stress SAMAX

CBAR Longitudinal Stress SBC

CBAR Longitudinal Stress SBD

CBAR Longitudinal Stress SBE

CBAR Longitudinal Stress SBF

CBAR Longitudinal Stress SBMIN

CBAR Longitudinal Stress SBMAX

CWELD Axial Stress

CWELD Maximum Stress A

CWELD Minimum Stress A

CWELD Maximum Stress B

CWELD Minimum Stress B

CWELD Maximum Shear Stress

CWELD Bearing Stress

 

VON and PRINC options

Von Mises Stress

 

1D Elements (CBAR/CBEAM via PBARL/PBEAML)

The following stress results are output for CBAR/CBEAM elements defined via PBARL/PBEAML property entries. The Result type: HyperView is CBAR/CBEAM Stresses (<TYPE>), where the <TYPE> entry is based on the selected cross-section (TYPE/NAME field) on the PBARL/PBEAML entries. The element stress results can be reviewed for each cross-section type, corresponding evaluation point, at element ends (A or B). The maximum normal/shear/von Mises stresses can also be reviewed.

Syntax

 

 

<Stress Result Output> <evaluation point> (A/B)

 

Where,

 

<Type> = BAR, BOX, BOX1, CHAN, CHAN1, CHAN2, CROSS, H, HAT, I, I1, ROD, T, T1, T2, TUBE, Z.

<Stress Result Output> = normal, shear, and von Mises

<evaluation point> = evaluation point of the element

Examples

 

 

Normal S1N(A)

Normal S1N(B)

Shear S4S(A)

Shear S4S(B)

von Mises S8V(A)

von Mises S8V(B)

 

Example descriptions

Normal S3N(B):  normal stress at the 3rd evaluation point of the beam element (end B);

Shear S6S(A):  shear stress at the 6th evaluation point of the beam element (end A);

von Mises S5V(B):  von Mises stress at the 5th evaluation point of the beam element (end B).

Review evaluation points via: DRESP1 - Static Stress Item Codes for Bar Elements using PBARL, PBEAML Properties

The von Mises stresses for all CBEAM/CBAR elements with PBARL/PBEAML properties at the same time can be output using the Result type: CBAR/CBEAM vonMises Stresses.

Syntax

 

 

<Stress Result Output>

 

Where,

 

<Stress Result Output> = Von Mises

 

2D Elements

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ALL and TENSOR options

Results are calculated by HyperView.

 

DIRECT option

Von Mises Stress

Maximum Principal Stress

Von Mises Stress (Z1)

Von Mises Stress (Z2)

Von Mises Stress (mid)

P1 (major) Stress (Z1)

P1 (major) Stress (Z2)

P1 (major) Stress (mid)

P3 (minor) Stress (Z1)

P3 (minor) Stress (Z2)

P3 (minor) Stress (mid)

Normal X Stress (Z1)

Normal X Stress (Z2)

Normal X Stress (mid)

Normal Y Stress (Z1)

Normal Y Stress (Z2)

Normal Y Stress (mid)

Shear XY Stress (Z1)

Shear XY Stress (Z2)

Shear XY Stress (mid)

Principal Stress Angle (Z1)

Principal Stress Angle (Z2)

Principal Stress Angle (mid)

 

VON option - This is equal to max[Von Mises Stress (Z1), Von Mises Stress (Z2)]

 

PRINC option

Von Mises Stress

Maximum Principal Stress

 

3D Elements

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ALL and TENSOR options

Results are calculated by HyperView.

 

DIRECT option

Von Mises Stress

Signed Von Mises Stress

P1 (major) Stress (solid)

P2 (mid) Stress (solid)

P3 (minor) Stress (solid)

Normal X Stress (solid)

Normal Y Stress (solid)

Normal Z Stress (solid)

Shear XY Stress (solid)

Shear YZ Stress (solid)

Shear XZ Stress (solid)

 

VON option

Von Mises Stress

 

PRINC option

Von Mises Stress

Maximum Principal Stress

 

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