Systems and methods for controlling welding systems
Systems and methods described herein are configured to control welding systems, for example, controlling welding process variables based at least in part on nominal stresses estimated using finite element (FE) algorithms. The systems and methods described herein may be utilized to identify nominal stress in welded structures and components to enable adjustment of welding process variables for the manufacture of subsequent welded structures and components, for example, performed by the same welding system. The systems and methods described herein also allow readily available FE stress results to be utilized in a consistent manner, as well as providing user feedback regarding the accuracy of the nominal stress approximations. Furthermore, the systems and methods described herein are generally faster and less error prone than conventional techniques, and are relatively insensitive to mesh density of the FE stress calculations.
1. A welding system comprising:
a welding control system, comprising:
memory media storing processor-executable instructions comprising finite element (FE) analysis algorithms configured to calculate stresses of a welded structural component and control a welding process of the welding system based at least in part on the calculated stresses; and
one or more processors configured to execute the FE analysis algorithms, wherein the FE analysis algorithms, when executed by the one or more processors:
calculate the stresses at a plurality of points from a base point along a base line of the welded structural component;
identify two or more points of the plurality of points by evaluating second derivatives of the calculated stresses for adjacent points of the plurality of points, wherein identifying the two or more points of the plurality of points comprises identifying each point of the two or more points of the plurality of points by identifying a subset of points adjacent the respective point, and wherein a second derivative of each of the subset of points is within a threshold percentage of each other;
estimate a nominal stress at the base point by extrapolating calculated stresses of the identified two or more points of the plurality of points to the base point;
output a control signal to adjust a welding process variable of the welding system for the manufacture of a subsequent welded structural component by the welding system based at least in part on the estimated nominal stress at the base point; and
initiate the manufacture of the subsequent welded structural component using the welding system in accordance with the adjusted welding process variable of the welding system.
2. The welding system of claim 1 , wherein the FE analysis algorithms, when executed by the one or more processors, spline-fit the calculated stresses versus the plurality of points from the base point along the base line of the welded structural component prior to identifying the two or more points.
3. The welding system of claim 1 , wherein the one or more processors are configured to execute the FE analysis algorithms based at least in part on one or more models of the welded structural component.
4. The welding system of claim 1 , wherein the FE analysis algorithms are not dependent upon a weld bead geometry of the welded structural component.
5. The welding system of claim 1 , wherein the FE analysis algorithms are not significantly affected by a specific mesh density of the FE analysis algorithms.
6. The welding system of claim 1 , wherein the welded structural component comprises a weld joint root at the base point.
7. The welding system of claim 1 , wherein the subset of points comprises five points.
8. The welding system of claim 1 , wherein the threshold percentage is 5%.
9. A welding system comprising:
a welding control system, comprising:
memory media storing processor-executable instructions comprising finite element (FE) analysis algorithms configured to calculate stresses of a welded structural component and control a welding process of the welding system based at least in part on the calculated stresses; and
one or more processors configured to execute the FE analysis algorithms, wherein the FE analysis algorithms, when executed by the one or more processors:
calculate the stresses at a plurality of points from a base point along a base line of the welded structural component;
spline-fit the calculated stresses versus the plurality of points from the base point along the base line of the welded structural component;
identify two or more points of the plurality of points by evaluating second derivatives of the spline-fitted calculated stresses for adjacent points of the plurality of points, wherein identifying the two or more points of the plurality of points comprises identifying each point of the two or more points of the plurality of points by identifying a subset of points adjacent the respective point, and wherein a second derivative of each of the subset of points is within a threshold percentage of each other;
estimate a nominal stress at the base point by extrapolating calculated stresses of the identified two or more points of the plurality of points to the base point;
output a control signal to adjust a welding process variable of the welding system for the manufacture of a subsequent welded structural component by the welding system based at least in part on the estimated nominal stress at the base point; and
initiate the manufacture of the subsequent welded structural component using the welding system in accordance with the adjusted welding process variable of the welding system.
10. The welding system of claim 9 , wherein the one or more processors are configured to execute the FE analysis algorithms based at least in part on one or more models of the welded structural component.
11. The welding system of claim 9 , wherein the FE analysis algorithms are not dependent upon a weld bead geometry of the welded structural component.
12. The welding system of claim 9 , wherein the FE analysis algorithms are not significantly affected by a specific mesh density of the FE analysis algorithms.
13. The welding system of claim 9 , wherein the welded structural component comprises a weld joint root at the base point.
14. The welding system of claim 9 , wherein the subset of points comprises five points.
15. The welding system of claim 9 , wherein the threshold percentage is 5%.
16. A welding control system comprising:
memory media storing processor-executable instructions comprising finite element (FE) analysis algorithms configured to calculate stresses of a welded structural component and control a welding process of a welding system based at least in part on the calculated stresses; and
one or more processors configured to execute the FE analysis algorithms, wherein the FE analysis algorithms, when executed by the one or more processors, cause the welding control system to:
calculate the stresses at a plurality of points from a base point along a base line of the welded structural component;
spline-fit the calculated stresses versus the plurality of points from the base point along the base line of the welded structural component;
identify two or more points of the plurality of points by evaluating second derivatives of the spline-fitted calculated stresses for adjacent points of the plurality of points, wherein identifying the two or more points of the plurality of points comprises identifying each point of the two or more points of the plurality of points by identifying a subset of points adjacent the respective point, wherein a second derivative of each of the subset of points is within a threshold percentage of each other, wherein the threshold percentage is 5%, and wherein the subset of points comprises five points;
estimate a nominal stress at the base point by extrapolating calculated stresses of the identified two or more points of the plurality of points to the base point; and
output a control signal to adjust a welding process variable of the welding system for the manufacture of a subsequent welded structural component by the welding system based at least in part on the estimated nominal stress at the base point; and
initiate the manufacture of the subsequent welded structural component using the welding system in accordance with the adjusted welding process variable of the welding system.
17. The welding control system of claim 16 , wherein the one or more processors are configured to execute the FE analysis algorithms based at least in part on one or more models of the welded structural component.
18. The welding control system of claim 16 , wherein the FE analysis algorithms are not dependent upon a weld bead geometry of the welded structural component.
19. The welding control system of claim 16 , wherein the FE analysis algorithms are not significantly affected by a specific mesh density of the FE analysis algorithms.
20. The welding control system of claim 16 , wherein the welded structural component comprises a weld joint root at the base point.