I am using ANSYS 13.0 APDL to simulate a elastic model to calculate stress intensity factor. I got the solution successfully. However, I want to verify the answer with theoretical solution from crack analysis handbook. So I need to output the total force on a straightline.
I had tried to check the force on each node on the line. But the value is varying and different from each other. So I hope to figure out the total force on this line. Should I just sum up all the nodal force on this line? Or is there any other way to output the total force?
The provisional agenda for the International CAE Conference has been released - featuring great papers from GE, Indesit, JLR, Volvo...and many more! See the agenda and register to attend the Conference in Italy!
The software version I installed and used is 3.2 version. I created a
3-D brick and meshed it in ANSYS 14. Then, I output the .cdb file and
convert it using OSM 3.2 software. After that, I started FRANC3D 3.2
software and follow the guidance in the "Thin Shell
Tutorial v2.6". It was said that I have to check the surface coordinate
system by changing direction of "GREEN BARS to the Same X direction".
The International CAE Conference held on the 22nd-23rd October in Italy will be running a competition for the best poster that illustrates the use of CAE technology.
Enter for free and win a Tablet PC!
3 posters will be awarded from each of the 2 categories;
i am modeling a reinforced concrete beam in ansys, but should i only applying the load or should i make a load steps?
and if i must make a load steps......how to do it?
please if any one can put a text file for commands used to model a reinforced concrete beam and make a load steps ......that would be great
In the field of numerical analysis, the International CAE Conference is the most important event in Italy and one of the leading conferences in Europe. It features two congress days and some Users' Meetings of the main technologies developed by the most important worldwide CAE players, such as ANSYS, Flowmaster, MAGMA, Forge, modeFRONTIER and many others.
while carrying out a simple 2D analysis of welding of butt joint considering the source of constant heat flux and applying it at certain nodes as constant heat flux, i encountered a problem that it says that the temperature at particular node is exceeding the pre set limit and no solution is obtained. I am a freshman in Ansys so any help in this regard will be helpful
I am
working on a model on Ansys for joining two dissimilar materials. I
chose the element type solid 70. The problem was appears after I glued
the two materials using the volume glue command, then while meshing the
the volumes an error message appears (invalid topology for mapped
brick mesh).
The question is how can I glue these two materials and mesh them with mapped meshing command without problems.
I deal with modal analysis of 3D 'both clmaped' composite tube in ANSYS. I use solid elements and orthotropic model of material. Constants of this material are homogenized values of composite tube. So I meshed the tube and set the element coord system ESYS as cylindrical. The problem is with results, becasue after solving I get very low eigenfrequncies, i.e. first 100 eigenfrequencies are from 0 to 10 Hz with step 1 Hz and it seems a bit weird.
I am interested in using beam element to do a nonlinear static analysis (may need to a dynamic analysis in the future), but have trouble to understand some of the key features of beam element in abaqus or ansys. My goal is to find a beam element (preferably general beam section) with a defined stress resultant yield surface (e.g., P-M-M yield surface). If possible, could also account warping degree of freedom.
I am trying to model a connection in ANSYS and analyse it under cyclic load (Earthquake Load). first of all I have done my 3D model in Auto CAD but I dont know how to transfer this to ANSYS!!!
Also I have the graph for the cyclic load which is based on number of Cycles (x-axis) and storey drift (y-axis) but I dont know how I am supposed to model this in ANSYS!!!! can anyone help me and guide me through this?! Thank you very much.
Can anyone teach me how to make a butt welded joint using ANSYS? Or in other word, how to define two plate that had been bond together by welding. Thanks
Greetings to you. I am M. Faisal Riyad from Bangladesh. I am going to assist one of my professor in his research. The research will about crack propagation analysis. He asked me to learn about the cohesive zone modelling approach in ANSYS. I am searching for some good articles to learn from the beginning. I would be very grateful to you if anyone help me to find the articles or any other way to learn about cohesize zone approach in ANSYS.
I have much problem when modelling my project with ANSYS, one of problem that I met always like this
*** ERROR *** CP = 296.828 TIME= 14:56:15
A small negative equation solver pivot term has been encountered at the
ROTZ degree of freedom of node 11758. Check for an insufficiently
constrained model.
Looking for a possible solution of a problem with external axial friction moment on a shear bolt.I tried to get literatures related with this type of combined loading,but not succeed much.If u can help me it would be great!
I needed a help regarding ansys macro. I need to process a text file and use the data of the text file for further post processing. Is it possible to exceute an exe file from ansys macro and to read external text file using ansys macro commands
Recent comments