Jump to content
  • Announcements

    • Rahul Ponginan

      Please click here for a short but important announcement   03/26/17

      Dear Users Our Commercial and Academic users around the world can use these same forums here as before i.e. the Altair Support Forum , Commercial users from India with solver queries can go to the Solver Forum for India Commercial Users , Academic Users from India and AOC India Participants are requested to go to the Forum for India Academic Users and AOC India Participants , We will be tending to all queries in all the forums promptly as before, thank you for your understanding. 

Search the Community

Showing results for tags 'Force'.

More search options

  • Search By Tags

    Type tags separated by commas.
  • Search By Author

Content Type


  • Altair Support Forum
    • Welcome to Altair Support Forum
    • Installation and Licensing
    • Modeling (Preprocessing)
    • Analysis (Solvers)
    • Optimization and Design Exploration
    • Visualization (Postprocessing)
    • Model Based Development
    • Conceptual design and Industrial design
    • Manufacturing Simulation
    • CAE Process Automation
  • Academic Partner Alliance Forum
    • APA - Composites
    • APA - CFD & Thermal
    • APA - Vehicle Dynamics
    • APA - Manufacturing
    • APA - Crash and Safety
    • APA - Noise, Vibration and Harshness
    • APA - System Level Design
    • APA - Structural and Fatigue
  • Forum for India Academic Users and AOC India Participants
    • India EDU Installation FAQ
    • India EDU Modeling and Visualisation
    • India EDU Linear, Non-Linear Solver ( Implicit/Explicit)
    • India EDU Multi-Body Dynamics
    • India EDU CFD
    • India EDU Optimisation
    • India EDU Report Generation
  • Solver Forum for India Commercial Users
    • IND - OptiStruct for Linear & Non-Linear Implicit
    • IND - OptiStruct & HyperStudy for Optimisation
    • IND - RADIOSS for Impact Safety & Non-Linear Explicit Applications
    • IND - MotionSolve for Multi-Body Dynamics
    • IND - HyperWorks CFD forum
    • IND - FEKO, Winprop & Flux
  • Forum for our Australia and New Zealand Based Users
    • ANZ - HyperWorks
    • ANZ - Electromagnetics
    • ANZ - HPC (PBS)
  • Japanユーザーフォーラム
    • ユーザーフォーラムへようこそ
    • インストールとライセンス
    • モデリング(プリプロセッシング)
    • シミュレーション技術(ソルバー)
    • データ可視化(ポストプロセッシング)
    • モデルベース開発
    • コンセプト設計と工業デザイン
    • 製造シミュレーション
    • CAE プロセスの自動化


There are no results to display.

Found 27 results

  1. Hello, i just start to use Tcl script on hypermesh. I've a script who create a simple geometry and mesh on hypermesh. And i need to create boundary conditions. with the commande file I've : *startnotehistorystate {Created Force } *createmark nodes 1 1-19 1920-1945 4553-4559 *loadcreateonentity_curve nodes 1 1 1 -0 -0 50 0 0 50 0 0 0 0 0 *endnotehistorystate {Created Force } The problem is that the nodes are not always the ame (depend on my geometry). Can I create boundary conditions without the number of the nodes ? Like with lines ? Something like : *startnotehistorystate {Created Force } *createmark nodes 1 Line 3 *loadcreateonentity_curve nodes 1 1 1 -0 -0 50 0 0 50 0 0 0 0 0 *endnotehistorystate {Created Force } Thanks Sorry i'm really a beginner with TCL.
  2. Force Import

    Hi, I have a .csv file with nodes coordinates and forces (x,y,z,Fx,Fy,Fz) that I need to import in HM. I found 2 solutions: Use Field > realize BCs > Create > Forces > Linear Interpolation Both take the .csv file as an input and apply its forces to the model. What are the differences? What should I use? Thanks for the help!
  3. Pretension Analysis

    Hi, Where to apply pretension force in pretension analysis in Optistruct. ? Middle of the bolt or tightening area or thread starting area? Pls find the image rgds, Arul
  4. Large rigid wall force problem

    Hi all, I'm doing a dropping simulation and I find the rigid wall force is strange. So I design a simple dropping model for checking. The rigid wall reaction force is also so strange similar to my problem. In the early stage of dropping contact, the rigid wall reaction force is very large, I suspect this large force result. Is it real or due to the rigid wall formulation? Or how to solve this problem? At beginning, the distance between the Box model and the rigid wall is about 4mm, which means there is no initial penetration I think. I have attached my model. The model is very small, it can be solved in minutes. Please help me find out the reason. Thank you. Roy FaceRigidWallPenetration_Example_0000.rad FaceRigidWallPenetration_Example_0001.rad FaceRigidWallPenetration_ExampleT01
  5. Loading MBD forces into FEM

    Hi everyone, I'm seeking for help in a topic which I'm fairly new to. I have a complete running MBD model of an automotive vehicle complete with different loadcases. The model provides forces on all joints and pre-defined points. The question I have is; 1. Is there a way to automatically load the output forces on a joint, into a static FEM-analysis? And some follow-up questions if this is to be true; 2. Can I pre-define the time at which the most relevant forces occur? 3. Can this be automated as well? For example: At a given time x, the combination of forces in 3 joints give the highest combined loadcase, but it is not necessary to be the highest force in one of the joints. This could occur at time x2. This would greatly increase our evaluation process of a frame. Thank you in advance!
  6. Template edit

    In motion view i have plotted my point for suspension but inspite of putting my parameters the force extraction in Newton is greater than my whole body weight, there's something wrong with force extraction. carsusp.mdl
  7. sir, where can i find full vehicle file of taurus for crash in radioss forum?

  8. Force conversion in SPCD

    Hi! How can i convert FORCE in SPCD? i need to apply that force like is an acceleration. Thanks
  9. Stress analysis on airfoil

    Hi, I am new to Hypermesh and am trying to analyse the load that will be exerted on the airfoil based on the pressure distribution along the airfoil (refer to pic). Is it possible to import these values from the graph into hypermesh?
  10. How to use force as response

    Hi, everyone I am a newbie in hpermesh. As you can see in the picture, I have apply the load to the model. But now I want to know how much force I apply that the model will get the specific stress. So the problems I met are: 1. how to make force as response 2. how to add this specific stress (I guess maybe is the static stress=specific value) I don't know if this is possible. Thank you for you any advice. Thank you for your time. (^_^)
  11. Plot displacement vs force

    Hi, I'm developing our impact atenuator for an FSAE team based in the crashbox tutorial available by altair. The simulation gone all right but we are having some trouble to generate the graphics.In hypergraph I can't plot the displacement vs force graph, it's shown just a limited number of options in the X type. I want to know how can I generate the displacement vs force graph of the honeycomb or the graph of a point in it. Please, it's urgent.
  12. Hello Everyone ! I would like to set up a problem on Hypermesh which include around a hundred load cases (in linear static). To automate it, I found a TCL which "allows a simple template to be created to define the loadcases; useful for creating large numbers of static loadcases very quickly and easily" (link) Thanks to a little VBA, I've just succeed in transforming my Excel data base into a readable txt file for this TCL script. And it works. But my problem is this TCL script only applies my forces (and SPC) on the global system. Is there a solution, and how can modify the TCL script so that it can apply my load cases on a specific local system (expressed into the .txt for each load cases) ? If someone can help me to takle this problem, I will be sooo grateful (Because I've never learnt how to program in TCL) Thanks in advance, Best regards, Hervé Archives.zip
  13. Termination Sensors

    Hi all, Hopefully a really simple one to solve. I have a simple model, working as a demonstrator. 2 Components, one locked in place whilst the other is driven into it. I have a contact between the two. I need the simulation to terminate when the contact force reaches 100kN. I believe the strategy is /STOP/LSENSOR. Sensor = /Sensor/INTER... TYPE 6. However, I cannot get the simulation to kill at 100kN. Here is the sensor (Fmin = -1, Fmax = 100). ## Sensors ##-------------------------------------------------------------------------------------------------- /SENSOR/INTER/1 SENSOR 1 -1.0 100.0 0.0 The issue seems to be when the simulation starts, the sensor activates. I've run the model without the sensor and it ranges from 0 to 200kN. I have tried varying the numbers but that does not alter the outcome, every attempt begins with sensor being activated. HELP!!!! Many thanks in advance. Andy
  14. In order to compute accurately the force on a part using the virtual works method, the part must be surrounded by air. There can be massive regions or thin regions of vacuum type. Theoretical explanations about virtual work method can be found in the online help: file:///C:/Altair/Flux_12.2/Help/Flux/english/Website/InterpretationDesResultats3DEnergieForceCouple.html?key=results energie torque force
  15. Force load on curvature

    Hi, I have a solid mesh (tetra elements) and I wish to impose a force load on one of its curved sides. However I want the forces on the nodes to "follow" (i.e. being tangential to) the curvature of the geometry. It this possible? Thank you in advance.
  16. Dequations help

    Hello Optistruct users, I am attempting to run a topology optimization using dequations as a force constraint. I would like to obtain the reaction forces on a bolt (represented as a CBUSH) and calculate the shear forces on the bolt. The shear forces will be calculated using dequations since we can only obtain reaction forces in DOF 1-6 and shear is needed from both DOF 2 and 3 (in this case). I would then like to use the calculated reaction shear force as a constraint. My trouble is relating the reaction forces to the dequation. How do I reference these forces? I am assuming I will need to reference the node number as well. My other concern is relating the dequation to RESP2. When I try to create a response (using function as my response type) I get the response "a dequation must be selected and edited". I am not sure if this is due to my equation not having referenced any forces with my variables or not. Do I need to create my eqation in Hypermath? Being that the equation I need is already a built in funtion as rss I am thinking I do not need to use Hypermath. Also, if there is a better way to establish the same result I am open to suggestions. Thanks, LP
  17. I have a force vs displacement curve(curve is not linear) .I need to apply force using this curve .How can I acheive it. Kindly suggest me.
  18. Force Label

    Hello guys, I am building a small size model with many forces close to each other, and there is a white label "FORCE" next to the red arrow that is the force applied. For the publication, I need diagrams with a clear view of the arrows, and that is impossible due to all the force labels overlapping each other. I have tried a lot of settings but that white force label will not disappear. Any ideas? Thanks! PS: the "label loads" option in the forces menu does not affect said label, it only adds the magnitude of the force next to the "FORCE" label.
  19. Implementation of Tcl in HyperMesh BC's

    Hi, I have another post about this same topic but I wanted to create a new one in order to keep the problem concise and detailed as possible. My goal is that I want to be able to create a constant force load over a curved surface (specifically, the upper half of a semi-circle) and have every force load be normal to said surface while utilizing 2-D shell elements. Currently, this is how I am doing it. 1. The geometry (and mesh) is the upper half of a semi-circle with a radius of ~4cm (average element mesh size is 0.05cm). *I have been previously doing this model with only horizontal and vertical forces on the arced surface (never combined) E.g. Horizontal forces in the +y direction on the left third of the arc, vertical forces in the -z direction on the top third of the arc, and another set of horizontal forces in the -y direction on the right third of the arc. 2. My boss asked me to combine horizontal and vertical forces in such a way that I will have a (let's just use an easy number) constant 100N force applied to every node on the arc in a direction normal to the surface of said arc (this is hopefully supposed to simulate some sort of compression-like force load). 3. Selecting all of the nodes, I know there are 252 of them on the arc in total. E.g. This makes sense because the length of the arc is equal to s = pi*radius = 12.5664cm and Total # of Nodes = s/.05cm = 252 nodes (approximately) 4. Combining horizontal and vertical forces at each node just requires two simple equations and a little bit of Matlab code *thetaSEP = 180deg / 252 = 0.7143deg (approximately) and hypotenuse = 100N Iteration 1 (Node 1): cos(thetaSEP) = horizontal/hypotenuse = 100N -sin(thetaSEP) = vertical/hypotenuse = 0N Iteration 2 (Node 2): cos(thetaSEP) = horizontal/hypotenuse = 99.9922N -sin(thetaSEP) = vertical/hypotenuse = -1.2466N etc. etc. etc. *Horizontal equation changes to -cos AFTER the 126 iteration 5. After doing this (and hopefully my math is correct...), I have two vectors, H = [1 x 252] and V = [1 x 252] which have been transferred into Excel (I just like Excel a little better than Matlab) which represents the horizontal and vertical forces that I need to combine at each node to create my constant 100N force load along the arc. ***6. Here, I did my first model by hand entering all 252 force vectors, one at a time. ***This is where I'm hoping someone can give me help on how to automate the process from this point into applying these loads across the nodes I have selected in HyperMesh with correct values (which leads to angle as well). If anyone has any help or details (or more resources for that matter) that I can try to make this process faster, that would be much appreciated. User: Q.NGUYEN-DAI has already given me some great advice but to be completely honest, I've never used Tcl in my life nor have I really programmed that much. Even if someone has a more efficient idea of doing this, could you please explain where I'm making this harder than it needs to be (I understand the "one by one" by hand part is the serious problem)? Thanks ahead of time and sorry for the long post. Attached is an image describing the problem a bit more if you need some visual clues as to further explain my situation. Dylan Stelzer
  20. Importing Data as a Force Load

    Hi, I had a question concerning the integration of an array from Excel (or for that matter, any type of data where it is a string of numbers) into a boundary condition loading in HyperMesh. I have two arrays of length 126; is there any way to apply them to each of my 126 selected nodes in my HyperMesh model (it is composed of 2-D shell elements)? I've attached a picture of a section of the arc if that helps. I am trying to divide up a normal load over an arc into horizontal and vertical forces efficiently and quickly. If anyone has any suggestions, that would be greatly appreciated. Thanks! Dylan Stelzer
  21. Hi, This should (hopefully) be a quick Q&A. I have a surface (2-D meshed shell elements) and would like to apply a force constraint to the nodes on the mesh of this surface. My only wish is that the vector of the force constraint be perpendicular to the surface (like constant compression or tension at all points of the surface). Does anyone have experience in this? I was told equations might be where to start but I'm not entirely sure how to utilize that as I'm fairly new into exploring anything other than constant loads. I've attached an image file for better reference of the surface. Thanks! Dylan Stelzer
  22. Linear Load Distributions

    Hi all, I have been working on a model lately and it can best be described simply as a 2-D flat plate. I've been running some fairly simple tests just to see how the solver deals with loads applied to a system and how changes in these loads affect the end (optimized) result. One test I've wanted to try yet haven't figured out yet is the linear distributed load across the top plate. Thus far I have only used constant distributed loads (Ex: 50 N force across all of the top edge nodes). When searching through these forums and online, I've heard of two ways of going about this. The first is using the "equation" tab inside the force panel. My model is set up in the (x-direction and y-direction) so I'm not entirely sure how the load should be applied as an equation. I've tried a few equations of my own (x, x^2, and 2*x) but haven't had any luck. The second method (which I heard by word of mouth) was to use Excel in a way that accounts for every node one would apply a load to along with the corresponding value of the force at that node. I know much less about the specific process for this one so if anyone has any direction here, that would be fantastic. All and any advice is welcomed and thank you in advance. Please let me know if you need more details about the model if it would better explain the current situation! Dylan Stelzer [:^D]
  23. Composite failure

    Hello, I am simulating a three point bending test for a composite laminate layup and I would like to find the force require for failure or alternatively a method of obtaining the point at which any specific ply has failed under the application of a specific force? Many thanks, Ahmed Gehad
  24. Crash Analysis Force Output

    Hi all, I want to ask something about force output. I prepared a crash analysis with a pendulum and crashbumper system.(crashboxes,bumper and brackets) If i do this analysis with rigid wall i can see the results with RWALL forces,but my pendulum is in a different shape,so i don't do it with RWALL. Instead, i modeled pendulum with a small thickness and fully rigid.I can do the analysis in this way.But i want to learn that;how i can i get the force output of this crash analysis? (Brackets are not fully rigid,they are constrained with four screw with BC.) Attached picture may be a referance. Thanks in advance.
  25. Hello, I am simulating a three point bend test on a composite sample. Can someone instruct me to how I can plot a force/displacement graph and force/stress graph? At the moment I cant find force as a component to plot when I attempt to use build plots from HyperGraph. Extra: Is it possible for me to simulate a range of forces to be applied on the sample at once, such as parameter sweep? Many thanks