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Thanks Celt83 for your advise. I was able to fix it. I saved DWG/DFX in CAD 2018 and RAM concept file under the same folder in local hardrive and it worked. Mistery solved. Cheers. NR

Hi everyone, I am modeling a two way slab in RAM Concept but I haven't been able to import geometry from DWG or DFX files. The error display says:'FILE IS NOT RECOGNIZED FORMAT' I have saved the file in previous versions of CAD and tried to imported it from a my local hard drive without...

Hello everyone, I am looking to make a crack propagation simulation in ductile materials using Paris law to control the cracking growing process, I am struggling to define the fatigue loading path, I need to know how I can define it basically...? Any guidance will be very appreciated, in...

Hey Mustaine3, Thanks for your response, To be honest I don´t know how I can deactivate the hardware acceletarion and what I shoud modify in my graphic options. Check the attached photo. https://files.engineering.com/getfile.aspx?folder=060c2563-43a0-4be1-95dd-c0f50eb652fe&file=Abaqus.png...

Hey folks, I am having a problem with my abaqus FOx version 2017. I tryed to open many different .CAE fiels and those opened normally but the graphic window is totally dark. I started up the program but it doesn't show nothing for any model! Any advice or track to resolve it will be very...

Hi, I understood my error, was because I am having a two kinds of steps, so, to plot the same variavels must to select just one of these basically into the option to plot ODB field output . Thanks but your help Mustaine3. I am just new in Abaqus.

Hi Everyone, I am having a error to any simulation with my Abaqus 6.14, Someone can help me!! I try to rename a fields into the simulia folder, because see that solution in the web, but was not solved. Please some tip to understand better what can be? The error showed is: The executable...

Hi everyone, I am trying to plot S22 vs E22 in concrete beam model subjected to flexion, but I found this messages error: Mixing steps with and arc length domains while creating an xy data object is prohibited What I am doing wrong?? Some useful tip please! Best regards,

I forgot to say thank you very much, I´ll never see, now I can continue with my model... Best regards.

I am not using a equation to calculate the damage parameter dc and dt, just using the factors implemented by other autor in your researchs, but in their models this is good but when I use it in my model I have this error!! (See the annex) Any tip, thanks...

Hi MRUsTGr88, I am using the equations presents in the Documentation of the program through the section 23.6.3 Concrete damage plasticity, I do not understand why the both behaviors (compression and tension) provide negatives values of the Plastics Strains (see the annex picture). The trend of...

Hi everyone, I’m modelling the concrete damage plasticity, I’m trying to define the concrete compression damage and the concrete tensile damage through the damage parameters to each one (see the annex) I’m having the next error message: DURING THE CONVERSION FROM CRUSHING TO PLASTIC STRAIN...

Ok, thank you very much for your help.

Hi Mustaine3, Thanks to your response, so I can see the positive slope and the negative slope of the Force Vs Displacement both whit the Static General?? Ou is necessary to generate two types of steps, One General and one Riks?? Thanks.

Hi everyone, Im modeling a reinforced concrete beam, I want to see the not linear behavior of the concrete submeted to traction and compression through the concrete damage plasticity. Into the step definition is necessary to use a Static Riks to see the degradation of the properties of the...

Hi everyone, Im modeling a reinforced concrete beam, I want to see the not linear behavior of the concrete submeted to traction and compression through the concrete damage plasticity. Into the step definition is necessary to use a Static Riks to see the degradation of the properties of the...

Hi, I need to see the behavior of one beam through the graphic Load VS Displacement ( in my model U2) I can create it if I don’t apply the load just like a concentred force in a point, but I’m thinking that maybe this can create some problems because in my visualization I see the point load fix...

2. Hi everyone, First that nothing I am new in Abaqus, I appreciate any help that you can get me. I am trying to see the inelastic behavior of the concrete in my actual model, this consist in one bi-supported beam (plain concrete), I defined the properties elastics (Modulus of the concrete and...

Hi everyone, First that nothing I am new in Abaqus, I appreciate any help that you can get me. I am trying to see the inelastic behavior of the concrete in my actual model, this consist in one bi-supported beam (plain concrete), I defined the properties elastics (Modulus of the concrete and...

Hi Eroque, Maybe you can define all the surfaces in one set and latter try do create the contact using it having in account the tipe of interection that you are trying to modeled. Good luck.