Composite Stress Toolbox

Composite stress toolbox functionality.

Composite stress toolbox functionality is provided in the Composite Browser. Engineering constants, load response, first ply failure, and strength analyses are included. All analyses are accessible via the Analysis entity driven workflow. Engineering constants are additionally accessible via the right-click context menu of relevant entities.

Engineering Constants

Engineering constants and relevant material/laminate matrices can be calculated for:
  • Materials
  • Plies
  • Zones
  • Laminates
  • Elements


Figure 1.
Dependent on the selected entity type, different analyses are executed upon selection of Engineering Constants.
  • Selection of multiple entities of the same type is also supported and generates a list in the Composite Analysis Result Viewer, from which desired results can be selected.
  • Only one analysis entity can be selected and run at a given time. All analyses’ results can be accessed via the Analysis combo box in the Composite Analysis Result Viewer.
Materials
Material results include:
  • Material data
  • Engineering constants
  • 2D/3D material matrices
  • Strength allowables
  • Thermal expansion coefficients

Calculations are output in the material system. Note that 3D properties can only be calculated for materials which provide the necessary data (for example, OptiStruct MAT9OR).

Plies
Ply results include:
  • Ply data
  • Engineering constants
  • 2D/3D material matrices
  • Thermal expansion coefficients

Calculations are output in the laminate’s material reference orientation. Accordingly, the ply angle entered in the ply Orientation field is used to transform the properties from ply fiber direction to the laminate material reference orientation. For more information, refer to Fiber Orientation.

Note that 3D properties can only be calculated for plies which have an assigned material which provides the necessary data (for example, OptiStruct MAT9OR).


Figure 2.
Laminates
Laminate results include:
  • Laminate data
  • Stiffness and compliance matrices
  • Homogenized engineering constants
  • Normalized homogenized matrices
  • Thermal expansion coefficients
If all plies of a laminate have an assigned shape, the analysis is provided for all zones of the selected laminate. If one or more plies in a Laminate do not have a Ply Shape assigned, no Laminate Zones are generated. Accordingly, laminate calculations are provided for the full stacking sequence as defined in the laminate.


Figure 3.
Zones
Zone results include:
  • Laminate data
  • Stiffness and compliance matrices
  • Homogenized engineering constants
  • Normalized homogenized matrices
  • Thermal expansion coefficients

Additionally, stacking sequence, thickness and number of layers are summarized for each zone.

Elements
Element results include:
  • Laminate data
  • Stiffness and compliance matrices
  • Homogenized engineering constants
  • Normalized homogenized matrices
  • Thermal expansion coefficients

Additionally, stacking sequence, thickness, and number of layers are summarized for each zone. All properties are calculated assuming mid-plane laminates, hence offsets in properties are disregarded.

Note: For laminates, zones, and elements, the ply type potentially affects the shown stacking sequence, for example when “Unidirectional Weave” or "Wound" is used. For details, please see Composite Definition and Ply-Based Models. For both zones and elements, nominal layup is used (drape cards are not yet included).
Generally, Engineering Constants results are available in tabular form or as a plot. You can select the result type via the Result type combo box in the Composite Analysis Result viewer.


Figure 4.
Line plots illustrate the selected properties over a range of angles. Multiple entities and results can be selected, and lines are named accordingly. For materials, the range represents an actual orientation of a material. For plies, the range refers to an orientation change with respect to the orientation defined on the ply. And for laminates, the range refers to the laminate rotation from its reference. Hovering over a line will activate the tool tip, showing the numerical value of the selected point (results are available in 1° steps).


Figure 5.

Engineering constants calculations are also available through the analysis entity driven workflow as outline in the following for other analysis types.

Load Response/Failure

The response of a laminate due to an applied load is calculated based on its behavior derived from Classical Laminate Theory. For transverse shear, First Order Shear Deformation Theory is used. Load response/failure analysis is run through an analysis entity with Type: Load response/failure. Mandatory analysis inputs are Entity (single or multi-selection of laminates or elements) and Plate load. The first ply failure (FPF) settings are optional and are used for first ply failure analysis.

Load response results include:
  • Laminate data
  • Load data
  • Midplane loads (converted forces and moments, strains and curvatures, homogenized stresses)
  • Material system stresses for each ply
    • Apparent
    • Mechanical
    • Thermal residual
  • Material system strains for each ply
    • Apparent
    • Mechanical
    • Thermal
    • Thermal free
    • Thermal residual
  • Principal stresses and strains for each ply
  • Stress and strain invariants for each ply
  • Optionally: First ply failure margins for each ply, as well as laminate critical ply, failure mode and failure function

Generally, Load Response/Failure results are available in tabular form or as plot. You can select the result type via the Result type combo box in the Composite Analysis Result viewer.

Table minimum and maximum values are indicated by blue and red cell background to quickly spot the extreme values of each result.


Figure 6.
Through-thickness plots illustrate the results (one at a time) at the recovery planes of the various plies of the laminate. Tool tips are available at reach result to retrieve the exact numbers. Lines for each ply are colored with the corresponding ply color.


Figure 7.

Strength

Strength analysis calculates the failure loads for selected laminates for applying load components individually. Unit loads used for a load response/failure analysis and critical values are determined iteratively. Strength analysis is run through an analysis entity with Type: Strength. Mandatory analysis inputs are Entity (single or multi-selection of laminates) and FPF settings.

Strength results include:
  • Forces
  • Moments
  • Stresses (in-plane, flexural, out-of-plane)
  • Strains (in-plane, flexural)
  • Curvatures
  • Failure mode and critical ply ID for each critical load

Composite Plate Loads

Composite stress toolbox utilizes 3 types of load vectors to calculate laminate load response. Each load vector consists of different load components. The components are listed in the table below.

Type Components
Forces and moments N_x, N_y, N_xy, M_x, M_y, M_xy, Q_x, Q_y, Delta T z_min, Delta T z_max
Strains and curvatures Epsilon_x, Epsilon_y, Gammy_xy, Kappa_x, Kappa_y, Kappa_xy, Delta T z_min, Delta T z_max
Note: Strains and curvatures are treated as initial strains and curvatures when combined with thermal loads.
Homogenized stresses Sigma_x, Sima_y, Tau_xy, Sigma^f_x, Sigma^f_y, Tau^f_xy, Tau_zx, Tau_yz, Delta T z_min, Delta T z_max

Temperature differences with respect to laminate reference temperature can be defined for laminate top (z_max) and bottom (z_min) independently. The temperature distribution is assumed to be linear in between, also for laminates consisting of different materials.

First Ply Failure Methods

The First Ply Failure Method is a collection of mainly composite failure criteria, that can be utilized within the certification framework and composite stress toolbox. The latter are applicable to Strength and Load response/failure analysis. They can be created from certification ribbon tools or directly from the right-click menu of the Composite Browser.

Workflow

To set up and run an analysis:

  1. Create and edit all participating entities (materials, plies, laminates, composite plate loads, first ply failure methods).
  2. Right-click on Composite Browser white space or the Analyses folder to create an analysis entity.
  3. Select the analysis type.
  4. Select participating entities according to analysis type.
  5. Run using the analysis’ right-click menu option Run….
In the result view, combinations of entities and results can be picked. When any of the participating entities are changed, the analysis must be run again.


Figure 8.

Solver Specific Details

Entities created in the Composite Browser are assigned the most common solver card for a typical ply-based model. Properties and Shapes are filtered based on solver card to only display appropriate cards for a ply-based model. Additionally, in the OptiStruct profile, the appropriate card is set for laminate and ply entities upon creation.

OptiStruct
Entity Supported Cards
Laminate STACK
Material MAT1, MAT8, MAT9OR
Ply PLY
Zone None
Abaqus
Entity Supported Cards
Laminate Via property *SHELL_SECTION_COMPOSITE
Material *MATERIAL, with type ISOTROPIC, ENGINEERING CONSTANTS or LAMINA
Ply None
Zone None
Nastran
Entity Supported Cards
Laminate Via property PCOMPP realized to PCOMP or PCOMPG
Material MAT1, MAT8, MATORT
Ply None
Zone None
Elements are supported for ply-based as well as zone-based properties for the following solver profiles and properties:
  • OptiStruct: PCOMP(G), PCOMPP
  • Nastran: PCOMP(G)
  • Abaqus: SHELLSECTION_COMPOSITE