Hi. 1. Are there any different for straight rebars about cross section x or y direction. do I define third node direction y for straight rebars 2. you defined third node for rectangle rebars z direction. why did you define z direction? the reason for this, you transform z direction to rectangle rebars? do you explain to use third node for beam element, please. thank you tutorial.
Hi there, Nice tutorial but, could you please shoot the full video comprising *material, *section, *LBE load definitions and analysis result interpretations please? Thank you.
@@AmeenTopa Hi Ameen, thanks for those nice videos on LS-DYNA. Could you please tell me what is the meaning of the third node in this video when meshing the beams, and can I use the curve function to mesh the beam, i.e., one element for one rebar? Are there any differences between one element for single rebar and 20 elements for single rebar?
@@leiyang8499 Third node is needed when you have a non symmetrical cross section. Meaning, if the beam elements has a rectangular shape, then you need the third node to indicate the orientation of the cross section. Of course, 1 beam vs 20 beam elements will make a difference in the results. More elements will give more accurate approximations to the solution.
Hi @zafertoral5840, the diameter will be define in the *Section_Beam (CST=1), please watch our video >> ua-cam.com/video/bHZttgLnXtk/v-deo.htmlsi=l1nb9WDP4XkmjBg-&t=422 on how to define it. For more detail info, please refer to manual. Thank you.
Hi.
1. Are there any different for straight rebars about cross section x or y direction. do I define third node direction y for straight rebars
2. you defined third node for rectangle rebars z direction. why did you define z direction? the reason for this, you transform z direction to rectangle rebars? do you explain to use third node for beam element, please.
thank you tutorial.
Hi there, Nice tutorial but, could you please shoot the full video comprising *material, *section, *LBE load definitions and analysis result interpretations please? Thank you.
Please check out my tutorial where you can find all the information you need to model RC under blast.
@@AmeenTopa could you please tell me how to get mpp solver execution file?
@@navyamupparaju1529 you need to use server computer for this solver. You can check on LSTC Official website to know how to get it.
@@AmeenTopa Hi Ameen, thanks for those nice videos on LS-DYNA. Could you please tell me what is the meaning of the third node in this video when meshing the beams, and can I use the curve function to mesh the beam, i.e., one element for one rebar? Are there any differences between one element for single rebar and 20 elements for single rebar?
@@leiyang8499 Third node is needed when you have a non symmetrical cross section.
Meaning, if the beam elements has a rectangular shape, then you need the third node to indicate the orientation of the cross section.
Of course, 1 beam vs 20 beam elements will make a difference in the results. More elements will give more accurate approximations to the solution.
hi. in this tutorial, You did not any value for diameter of rebar. What is the reason of this.
Hi @zafertoral5840, the diameter will be define in the *Section_Beam (CST=1), please watch our video >> ua-cam.com/video/bHZttgLnXtk/v-deo.htmlsi=l1nb9WDP4XkmjBg-&t=422 on how to define it. For more detail info, please refer to manual. Thank you.
@@dfetechthank you so much😊
nice thank you