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Installation & Licensing
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- How Do I Upgrade to StressCheck Professional v12.0?
- On Which Operating Systems are ESRD Software Products Supported?
- Are All ESRD Software Products Compatible with Windows 7, 8 and 10?
- How Do I Install ESRD Software Products On A Desktop Machine?
- How Do I Perform a Server-Based Installation of StressCheck Professional?
- How Do I Perform A Silent Installation Of ESRD Software Products?
- Is There A License-Free Version Of StressCheck I Can Install?
- How Do I Fix StressCheck GUI Scaling Issues?
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- How Do I Find My HOST ID For ESRD Software Product Licensing?
- How Do I Install A New FlexNet License Server Dedicated To Providing ESRD Software Licensing?
- How Do I Set Up Rules in Windows Firewall for the FlexNet License Manager?
- How Do I Install ESRD Software Licenses On An Existing FlexNet License Server?
- How Do I Control Which Users Can Access License Features?
- How Do I Replace ESRD Software Licenses On A FlexNet License Server?
- How Do I Specify My ESRD Software Product License File Or License Server
- What If My Desktop Machine Gets "Cannot Connect To License Server System" Error?
- What If ESRD Products Fail To Open With A Valid Node-Locked License?
- How Do I Query the Path to My Current License File or Server?
- How Do I Point to a New License File or Server via Environment Variable?
- How Do I Remove References To ESRD Software License Pointers?
- How Often Do ESRD Software Products Check Licensing?
- How Do I Upgrade to StressCheck Professional v12.0?
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StressCheck Usage & Implementation
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- What Does StressCheck Professional Use As Its CAD Kernel?
- What CAD Formats And Versions Are Supported in StressCheck Professional?
- How Do I Move My Imported CAD to A Different Location?
- What Are the Requirements for Using Triangle and/or Quadrilateral Elements in StressCheck?
- Why Do I Have Duplicate Geometry or Mesh Objects?
- Why Do I Receive An Error Message About Associativity When Creating or Deleting Geometry?
- What Ranges Are Applicable for Offset, P1 and P2 (Min/Max) Inputs?
- What's the Difference Between DeLast and Undo?
- What Intrinsic Functions and Mathematical Expressions Are Supported in StressCheck?
- How Do I Round A Parameter To Nearest Integer Value?
- How Do I Expand the Material Property Database?
- How Do I Increase the Nonlinear Material Stress-Strain Plot Resolution?
- How Do I Ensure My Model Assignments Persist?
- Can I Assign Material Properties to Bodies/Parts Directly?
- How Do I Select Internal Surfaces for Locate Sets?
- How Can I Update All Model Sets?
- What are the 3D Bearing Load Requirements?
- How Do I Define and Assign a Bending Moment?
- What's the Difference Between TLAP-Traction Options Near Faces and All Faces?
- What is the Difference Between TLAP-Bearing Options IMO and Default?
- Why Do I Get An Error Message During Application Of TLAP-Bearing?
- Why Am I Getting An Incorrect Load Check Summation For TLAP-Bearing?
- When Can I Use Rigid Body or Node Constraints?
- How Do I Select the Contact Constant For Multi-Body Contact?
- What Are Some Tips & Tricks for Using Parts and Solution Configurations?
- Show all articles ( 10 ) Collapse Articles
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- What Are the Requirements for Using Triangle and/or Quadrilateral Elements in StressCheck?
- What Do the MeshSim Global Automeshing Parameter Inputs Affect?
- What is the Size Input for Local Automeshing?
- What Is The General Automeshing Strategy For A 3D Complex Solid?
- What's the Difference Between Quadratic and Geometric Mapping?
- Why Is There a Recommended Maximum P-level for Quadratically Mapped Automeshes?
- Can I Delete An Automesh Without Deleting the Global Mesh Record?
- How Do I Troubleshoot Small-Feature Automeshes?
- How Do I Debug Problem Meshing Face Error Messages?
- What Are Some Tips for Automeshing 3D Cracks for Accurate SIF Computation?
- How Much Difference in Mesh Density Across a Contact Region is Acceptable?
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- How Do I Fix StressCheck GUI Scaling Issues?
- How Can I Change My Display Format?
- How Do I Display Object Numbering?
- Why Do I Have Duplicate Geometry or Mesh Objects?
- Why Are Certain Objects in a Model Not Displayed?
- Why Do Small Features Sometimes Appear Distorted?
- How Do I Use the Edit Toolbar to Select, DeSelect, Blank and Unblank Objects?
- How Do I Use Sets to Select and View Groups of Elements and Other Objects?
- What Does the Object Resolution in View Controls Do?
- What Is the Midsides Input, and What Does It Control?
- How Do I Control the Display of Load Arrows?
- What Can Affect Fringe Plot Rendering Rates?
- How Do I Round A Parameter To Nearest Integer Value?
- How Do I Select Internal Surfaces for Locate Sets?
- What Are Some Tips & Tricks for Using Parts and Solution Configurations?
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- Is StressCheck Multi-Threaded? And How Are CPU Cores Allocated?
- What Can Affect Model Performance and Integrity?
- What Are the Requirements for Using Triangle and/or Quadrilateral Elements in StressCheck?
- Can I Connect Elements of Different References (i.e. 2D to 3D)?
- What is a P-Extension?
- What's the Difference Between Quadratic and Geometric Mapping?
- Why Is There a Recommended Maximum P-level for Quadratically Mapped Automeshes?
- Can I Solve Models with Mixed Element Mapping?
- Are Element Distortion Effects Lessened at Higher P-Levels?
- How Do I Report the Final P-Level of Each Solved Element?
- What Does the LAPACK Solver Error Typically Mean?
- How Can I Perform a Compression Only Spring Analysis?
- Can the Modal/Buckling Solver Be Combined with Multi-Body Contact?
- Why is a Nonlinear Solution Failing?
- How Do I Improve Stress Fitting Errors for 3D ITP Solutions?
- What Are Some Tips & Tricks for Using Parts and Solution Configurations?
- Show all articles ( 1 ) Collapse Articles
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- How Do I Check My Solution for Errors?
- How Do I Report the Final P-Level of Each Solved Element?
- What Intrinsic Functions and Mathematical Expressions Are Supported in StressCheck?
- Can I Use Formulaic Expressions for Results Processing?
- What Can Affect Fringe Plot Rendering Rates?
- How Do I View Radial and Hoop Stresses/Strains?
- How Do I Compute the Average Stress Over An Object?
- How Do I Combine Load Cases in Results?
- What Ranges Are Applicable for Offset, P1 and P2 (Min/Max) Inputs?
- How Can I Check Load Transfer, Equilibrium and Nodal Reactions In Results?
- Why Are There Stress "Spikes" In My TLAP-Traction Application Surface?
- What Is the Interpretation of the Buckling Load Factor in an Eigenvalue Buckling Analysis?
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StressCheck Applications & Advanced Features
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- How Do I Move My Imported CAD to A Different Location?
- How Is the Moment Summation in the Case Definitions Table Computed?
- What Is The Applicability Of TLAP-Traction?
- What's the Difference Between TLAP-Traction Options Near Faces and All Faces?
- Why Are There Stress "Spikes" In My TLAP-Traction Application Surface?
- What is the Difference Between TLAP-Bearing Options IMO and Default?
- Why Do I Get An Error Message During Application Of TLAP-Bearing?
- Why Am I Getting An Incorrect Load Check Summation For TLAP-Bearing?
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- What Are Some Common Multi-Body Contact Issues?
- How Much Difference in Mesh Density Across a Contact Region is Acceptable?
- How Do I Select the Contact Constant For Multi-Body Contact?
- Can I Solve Models with Mixed Element Mapping?
- How Can I Check Load Transfer, Equilibrium and Nodal Reactions In Results?
- How Can I Improve Multi-Body Contact Efficiency?
- Do I Need the Nonlinear Solver for Multi-Body Contact?
- What are the Nonlinear Solver Limitations with Multi-Body Contact?
- Can the Modal/Buckling Solver Be Combined with Multi-Body Contact?
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- How Do I Increase the Nonlinear Material Stress-Strain Plot Resolution?
- Which Nonlinear Solution Type (i.e. Material or General) Should I Choose?
- Why is a Nonlinear Solution Failing?
- How Can I Perform a Compression Only Spring Analysis?
- What is Required in a Fastener Element Analysis?
- When Is Incremental Plasticity Theory (IPT) a Viable Option?
- How Do I Improve Stress Fitting Errors for 3D ITP Solutions?
- Do I Need the Nonlinear Solver for Multi-Body Contact?
- What are the Nonlinear Solver Limitations with Multi-Body Contact?
- Can the Principal Stresses Be Greater Than the Maximum von Mises Stress for a Material Nonlinear Analysis?
What is a P-Extension?
The term “p-extension” refers to the process of systematically and hierarchically increasing the polynomial order of the element shape functions on a fixed mesh, thereby increasing simulation degrees of freedom (DOF) and representing more complex displacement fields for the mesh. Conversely, traditional FEA implementations require successive mesh refinements on elements of fixed polynomials, or h-extensions, to demonstrate convergence.
While both p-extensions and h-extensions are capable of converging to the exact solution of a mathematical problem solved by the finite element method, p-extensions will achieve convergence with less computational burden. Via the Wikipedia article on p-FEM:
The theoretical foundations of the p-version were established in a paper published Babuška, Szabó and Katz in 1981[2] where it was shown that for a large class of problems the asymptotic rate of convergence of the p-version in energy norm is at least twice that of the h-version, assuming that quasi-uniform meshes are used. Additional computational results and evidence of faster convergence of the p-version were presented by Babuška and Szabó in 1982.[3]
StressCheck is capable of automatically performing p-extensions during the linear solution process, as shown in the below Linear solver tab:
Note: it is not always necessary to solve to the maximum polynomial level, p=8. Convergence may be assessed after three (3) hierarchically increasing polynomial levels to determine if continuing the p-extension is necessary to achieve the desired solution quality.
This feature makes it very easy to verify convergence of any data of interest, as all runs of increasing DOF are stored for live dynamic extractions of results:
For more information and examples of p-extensions in practice:
- Linear Analysis Overview
- What Are the Key Quality Checks for FEA Solution Verification?
- Watch StressCheck Demos of Digital Engineering.com FEA Case Studies
- StressCheck Tutorial: Defining Solution and Extraction Settings for Parametric Models
- StressCheck Tutorial: Setting Up Solution Convergence Criteria
- Our Simulation Technology
- Simulation Technology References
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