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Does the Matlab 2023a allow to solve 3D partial differential equations?
Hi Fyodor, You can create the geometry that you describe in PDE Toolbox. Here is an example. Adjust the dimensions as per your...
Does the Matlab 2023a allow to solve 3D partial differential equations?
Hi Fyodor, You can create the geometry that you describe in PDE Toolbox. Here is an example. Adjust the dimensions as per your...
約1年 前 | 0
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How do I create and place a non-uniform heat flux (Gaussian) on a cylinder with a center hole?
Hi Michael, Please take look at this example: https://www.mathworks.com/help/pde/ug/heat-transfer-in-orthotropic-material-pla...
How do I create and place a non-uniform heat flux (Gaussian) on a cylinder with a center hole?
Hi Michael, Please take look at this example: https://www.mathworks.com/help/pde/ug/heat-transfer-in-orthotropic-material-pla...
1年以上 前 | 0
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How to validate Ansys Transient Thermal simulation results in Matlab PDE Solver Toolbox?
Hi Eyob, You are using FEATool and not PDE Toolbox. FEATool is not developed my MathWorks. I suggest you contact the support/d...
How to validate Ansys Transient Thermal simulation results in Matlab PDE Solver Toolbox?
Hi Eyob, You are using FEATool and not PDE Toolbox. FEATool is not developed my MathWorks. I suggest you contact the support/d...
4年弱 前 | 0
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How can I define individual degree of freedom constraints for 3D structural static PDE problems?
You can constrain X and Z displacement individually setting them to zero in one command like this: structuralBC(smodel,'Face',1...
How can I define individual degree of freedom constraints for 3D structural static PDE problems?
You can constrain X and Z displacement individually setting them to zero in one command like this: structuralBC(smodel,'Face',1...
4年弱 前 | 0
| 採用済み
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PDE Toolkit - what is d when m is non-zero?
When m is non-zero in a structural problem, d-matrix (coefficient) could represent a damping matrix. That is the most common use...
PDE Toolkit - what is d when m is non-zero?
When m is non-zero in a structural problem, d-matrix (coefficient) could represent a damping matrix. That is the most common use...
4年弱 前 | 0
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Moment as boundary FEA structuralBoundaryLoad partial differential equation toolbox
I am assuming you are asking about moment loads and not momentum loads. PDE Toolbox supports tet elements with displacement DoFs...
Moment as boundary FEA structuralBoundaryLoad partial differential equation toolbox
I am assuming you are asking about moment loads and not momentum loads. PDE Toolbox supports tet elements with displacement DoFs...
4年弱 前 | 0
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