Spot Weld Fatigue Analysis

Allows for the study of fatigue performance of spot welds in structures.

Currently, only Stress-Life (SN) based Spot Weld Fatigue Analysis is supported. Spot weld fatigue can only be applied to spot welds between two shells. The spot weld location is defined by three attributes, sheet 1, sheet 2, and the nugget. The sheets are defined by shell elements, and the nugget is defined by CWELD, CBAR, CBEAM, or CHEXA elements. The nugget can be directly connected to the shells or RBE2/RBE3 elements can be used to connect the nugget to the shells.

Figure 1. Spot Weld Fatigue

The length of the spot weld is determined by the attached shell thicknesses. If T1 and T2 are the thicknesses of the two shells, then the length of the spot weld element, L is equal to (T1+T2)/2.

Implementation

The simplified representation of a spot weld is used in OptiStruct to model the fatigue behavior at the weld.

A single weldment may contain a number of sections welded together with welds of different types. However, in this section you only look at analyzing the sections that contain spot welds. Refer to Seam Weld Fatigue Analysis for details about other weld types.

Simplified Spot Weld Representation

A spot weld is represented as a CBAR, CBEAM, CWELD, or CHEXA elements connected to two sheets of shell elements (PSHELL). The CWELD and CBEAM elements are equivalent to a CBAR element internally. The CHEXA element grid point forces are resolved as beam forces at the geometric centers of each face and then they are considered similar to other 1D elements for fatigue calculations.

Spot Weld Fatigue

Fatigue analysis for spot welds involves examining the weld at three distinct locations, the center planes of the two attachment sheets at the points of attachment and at the center of the nugget and is based on a paper by Rupp et al. The cross-sectional forces and moments at each of the three locations is determined and used to calculate corresponding stresses. These stresses are then used to calculate Fatigue Damage using Rainflow counting and the SN approach.

Figure 2. Spot Weld Fatigue Locations

The following sections illustrates how stresses and subsequently damage are calculated at each of the three locations shown in Figure 3.

Sheet Location (1 or 2)

At sheet location 1 or 2, damage is calculated at the point where the weld is attached to the sheet/shell.

Sheet Location 1

The sheet location 1 is identified by the end A (grid GA) of the nugget (for 1D element nugget) and the face corresponding to the lowest ID’s of the nugget (for CHEXA element nugget). For the structure of CHEXA nugget, refer to Fatigue Input/Output.

Sheet Location 2

The sheet location 2 is identified by the end B (grid GB) of the nugget (for 1D element nugget) and the face corresponding to the highest ID’s of the nugget (for CHEXA element nugget). For the structure of CHEXA nugget, refer to Fatigue Input/Output.

Forces and Moments are generated as output from the applied loading for the weld element (CWELD, CBAR, CBEAM, or CHEXA). As explained previously, the calculation process involves an extra step for CHEXA elements, and except for this difference, the procedure is identical for all spot weld elements. Even though the sheet fatigue behavior point is being examined, the forces at the ends of the weld element are used since they are equivalent.

Figure 3. Forces and Moments of Interest at the Sheet Locations

Radial stresses are calculated at the sheet locations by considering weld element forces at the attachment points. The radial stresses

σ (θ)

are calculated as a function of

θ

for each point in the load-time history as follows:(1)

σ (θ) = - σ_{\max} (f_{y}) \cos θ - σ_{\max} (f_{z}) \sin θ + σ (f_{x}) - σ_{\max} (m_{y}) \sin θ - σ_{\max} (m_{z}) \cos θ

Where,(2)

σ_{\max} (f_{y}) = \frac{f_{y}}{π D T}

(3)

σ_{\max} (f_{z}) = \frac{f_{z}}{π D T}

$σ (f_{x}) = κ (\frac{1.744 f_{x}}{T^{2}})$ for $f_{x} > 0.0$

σ (f_{x}) = 0.0

for

f_{x} \leq 0.0

(4)

σ_{\max} (m_{y}) = κ (\frac{1.872 m_{y}}{D T^{2}})

(5)

σ_{\max} (m_{z}) = κ (\frac{1.872 m_{z}}{D T^{2}})

Where,

$D$: Diameter of the weld element
$T$: Thickness of the sheet under consideration for damage calculation
$κ$: Calculated as $κ = 0.6 \sqrt{T}$

The equivalent radial stresses are calculated at intervals of $θ$ (Default =18 degrees). The value of $θ$ can be modified by varying the NANGLE field on FATPARM Bulk Data. Subsequently, Rainflow cycle counting is used to calculate fatigue life and damage at each angle ( $θ$ ). The worst damage value is then picked for output. A similar approach is conducted for the other sheet.

Nugget Location

The nugget location is at the center of the weld element. Forces and moments are generated as output from the applied loading for the weld element (CWELD, CBAR, CBEAM, or CHEXA). As explained previously, the calculation process involves an extra step for CHEXA elements, and except for this difference, the procedure is identical for all spot weld elements.

Figure 4. Forces and Moments of Interest at the Nugget Cross-Section

The absolute maximum principal stresses are calculated using the shear stress and bending stress of the beam element as a function of θ for each point in the load-time history as:(6)

τ (θ) = τ_{\max} (f_{y}) \sin θ + τ_{\max} (f_{z}) \cos θ

(7)

σ (θ) = σ (f_{x}) - σ_{\max} (m_{y}) \sin θ - σ_{\max} (m_{z}) \cos θ

Where,(8)

τ_{\max} (f_{y}) = \frac{16 f_{y}}{3 π D^{2}}

(9)

τ_{\max} (f_{z}) = \frac{16 f_{z}}{3 π D^{2}}

$σ (f_{x}) = \frac{4 f_{x}}{π D^{2}}$ for $f_{x} > 0.0$

σ (f_{x}) = 0.0

for

f_{x} \leq 0.0

(10)

σ_{\max} (m_{y}) = \frac{32 m_{y}}{π D^{3}}

(11)

σ_{\max} (m_{z}) = \frac{32 m_{z}}{π D^{3}}

$D$ is the diameter of the weld element.

$T$ is the thickness of the sheet under consideration for damage calculation.

The stresses are calculated at intervals of $θ$ (Default =18 degrees). The value of $θ$ can be modified by varying the NANGLE field on FATPARM Bulk Data. The equivalent maximum absolute principal stresses are calculated for each $θ$ from $τ (θ)$ and $σ (θ)$ . These stresses are used for subsequent fatigue analysis. Rainflow cycle counting is used to calculate fatigue life and damage at each angle ( $θ$ ). The worst damage value is then picked for output. A similar approach is conducted for the other sheet.

Fatigue Input/Output

Fatigue input for Spot Weld Fatigue Analysis can be divided into the following categories:

Fatigue Element Identification

The FATDEF Bulk and Subcase entries can be used to identify the elements for which fatigue analysis should be performed. For spot weld fatigue, the PWELD, PBAR, PBEAM, PBARL, PBEAML, and PSOLID continuation lines are available for the definition of the spot weld elements via the PTYPE continuation. Additionally, the ELSET field also supports the CBAR, CWELD, CBEAM, CHEXA entries. The sheets can be defined using the PSHELL continuation line.
The FATDEF Bulk Data Entry also provides the corresponding PFATSPW Bulk Data Entry references for each spot weld element to define the spot weld fatigue properties.
If PWELD references are used, then the TYPE field on the PWELD entry should be set to SPOT for spot weld fatigue.
The DTAB continuation line on the PWELD entry can be used to define the weld element diameter as a function of the minimum shell thickness.
CHEXA elements can be used to define the weld element for Spot Weld Fatigue Analysis. In such cases, the grid point forces are resolved into corresponding forces and moments at the face centers of the opposing faces connected to the shells. The faces of the CHEXA element attached to the sheets should always consist of grid points in the following order. For more information on the element and the grinding number, refer to the CHEXA Bulk Data Entry.

Figure 5. Faces of the CHEXA that Should be Used as Connection Faces with Shells for Spot Weld Fatigue

Additionally, the default weld element diameter of the CHEXA element for spot weld fatigue is equal to two times the smallest distance from the attachment face centroid to the edges.

Fatigue Parameters

The FATPARM Bulk Data and Subcase Entries can be used to specify fatigue parameters for the Spot Weld Fatigue Analysis.
The SPWLD continuation line on the FATPARM entry allows you to input the spot weld fatigue method and identify various parameters.
The PFATSPW Bulk Data Entry allows the definition of some properties for Spot Weld Fatigue Analysis.

Fatigue Material

The MATFAT Bulk Data Entry can be used to specify the material properties for Spot Weld Fatigue Analysis.
The SPWLD continuation line allows you to specify mean stress sensitivity value, and separate SN curve attributes for sheet 1, sheet 2, and the nugget.

Fatigue Loads

Similar to regular fatigue analysis, the FATLOAD, FATSEQ, and FATEVNT entries can be used to define loading sequences.

Optimization

The weld element diameter (D on PWELD entry) can be used as a design variable in optimization runs using the DVPREL1/DVPREL2 Bulk Data Entries.
The ATTB field on the DRESP1 entry can be set to SPWLD to activate spot weld fatigue optimization.

Output

Output for Spot Weld Fatigue Analysis is provided similar to regular Fatigue Analysis results. Damage and Life results for the sheet 1, sheet 2, and nugget are available in the H3D file via the Spot Weld Damage(s) and Spot Weld Life(s) result types in HyperView. The damage calculation location can be set in OptiStruct via the SPTFAIL=SHEET, NUGGET, or ALL options on the PFATSPW Bulk Data Entry. Additionally, you can choose to only display the worst damage out of the three damage locations (sheet 1, sheet 2, or nugget) by choosing the Damage(s) result type.

The Nugget is at the midpoint of the weld element, and it is not a structural grid, therefore, you should activate Orphan-Grids display in HyperView in the Sets section.

Clicking Apply in the Contour panel shows results at the nugget location. Since the orphan grid for the nugget location may not be clearly visible, you may need to zoom in to the center of the weld element to select it for result data.

You can similarly choose to view results at the sheet locations for Spot Weld Damage and Life.