Rbe2 - where exactly the rbe2 are used?? practically???

Altair Forum User
Altair Forum User
Altair Employee
edited October 2020 in Community Q&A

Hi All,

Could u pls tell

Rbe2 - where exactly the rbe2 are used?? practically???

1.I Mean in which locations???

2. in which Applications???

Thanks & regards

~Sai~

Answers

  • tinh
    tinh Altair Community Member
    edited December 2012

    Hi, RBE2 keeps its nodes moving together. Anywhere you want to fix nodes, you can use it.

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited January 2014

    RBE2 is a ideal stiff connection between the nodes. 

    RBE3 splits to loads to the nodes attached. 

     

    Have a look at the 'Skateboard Hypermesh Tutorial' there they are using RBE2 elements.

  • alpha_21885
    alpha_21885 Altair Community Member
    edited August 2014

    Hi Anton. Could you explain more detail about RBE3? in HM, which location should we use Dependence and which component we should assign Indepence? Could you give an simple example of using RBE3

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited August 2014

    Hi All,

    Could u pls tell

    Rbe2 - where exactly the rbe2 are used?? practically???

    1.I Mean in which locations???

    2. in which Applications???

    Thanks & regards

    ~Sai~

     

    RBE2 = True rigid element

    RBE3 = interpolation element

     

    Somes links:

    HTH,

  • tinh
    tinh Altair Community Member
    edited August 2014

    Hi Anton. Could you explain more detail about RBE3? in HM, which location should we use Dependence and which component we should assign Indepence? Could you give an simple example of using RBE3

     

    RBE3s have only 1 dependence node, this should be location where you put LOAD

    and other nodes are independence where you want to distribute the load to

     

    example (create it your self):

    - a flat plate

    - a brick put on plate

    so pressure is weight of brick / area

    but sometimes you want to change the brick but not want to create pressure loads again

    so you link nodes on plate by RBE3, and put weight of brick on dependence node

    if you use RBE2 then the nodes will be stiffened, but not with RBE3

    that is in ordinary way, but general behaviour of them depends on which DOFs you select for, or which solver defaults

     

    prior to use RBE3,RBE2 you should understand:

    - one DOF equation (spc)

    - multi DOF equation (mpc)

    => so RBE2, RBE3 are systems of mpc equations

    - how solver treats these cards

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited May 2017

    hello

    where can I ind RBE2 in optistruct?

    thank you

  • Rahul Rajan_21763
    Rahul Rajan_21763 New Altair Community Member
    edited May 2017

    1D Page: Rigids

    <?xml version="1.0" encoding="UTF-8"?>1D Page Rigid.JPG