![photo](/responsive_image/150/150/0/0/0/cache/matlabcentral/profiles/4758140_1519600921174_DEF.jpg)
Ravi Kumar
Followers: 0 Following: 0
統計
MATLAB Answers
0 質問
5 回答
ランク
of 147,888
コントリビューション
0 問題
0 解答
スコア
0
バッジ数
0
コントリビューション
0 投稿
コントリビューション
0 パブリック チャネル
平均評価
コントリビューション
0 ハイライト
平均いいねの数
Feeds
回答済み
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...
3ヶ月 前 | 0
| 採用済み
回答済み
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...
2年以上 前 | 0
| 採用済み
回答済み
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...
2年以上 前 | 0
| 採用済み
回答済み
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...
2年以上 前 | 0
回答済み
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...
2年以上 前 | 0
| 採用済み