Staad question: difference between surface element, plate element, and shell element? - Structural Analysis and Design - Forum - Structural Analysis and Design - Bentley Communities

Staad question: difference between surface element, plate element, and shell element?

Anybody can explain  the difference surface element, plate element, and shell element in Staad? Thanks so much. Bruce

7 Replies (Most Recent Reply)

  • Firstly I would like to know from you as to where did you find shell element in Staad?

    Now answer to your query:

    plate can be either three noded or four noded, surface can be up to eight noded.

    Plate will have to be meshed through a different command, surface has the provision for auto meshing.

    All the three or four corners of plate can be of different thickness, the surface has to be of uniform thickness.

    The out put of plate analysis gives result for out of plane moment and shear and designs accordingly, The output of surface analysis gives result for in plane moment and shear as required for shear wall.

  • Bruce Chen,

    Plate element versus shell element

    Both terms represent the same thing in the STAAD context, which is, a 3-noded (triangular) or a 4-noded (quadrilateral) element to which a thickness has to be assigned as a property. This is commonly referred to as a 2D finite element. In STAAD, this element has both attributes - membrane (in-plane effect) and bending (out-of-plane effect). The bending effect can be shut off by declaring it as ELEMENT PLANE STRESS. The in-plane effect can't be shut off.

    There is another type of element in STAAD called a solid element which is a 3d finite element. It is shaped like a prism or wedge or a block or many other shapes that can be formed by 4 thru 8 nodes where no more than 4 nodes lie in one plane.

    Plate Element verus a surface

    If you want model a structure which contains a wall, slab or panel type component, you have two choices in STAAD :

    a) Model that panel using a collection of individual elements. This is called a finite element mesh. This is an assembly of the 2d triangular and/or quadrilateral elements described above.

    b) Model that as a single physical object called a Surface.

    Option (a) is achieved using the mesh generation facilities in STAAD. Alternatively, you can do the mesh generation using any other software that has meshing capabilities, export the data to a DXF or CIS/2 file, and then import that DXF or CIS/2 into STAAD.

    In option (b), (surface object), what happens under the hood is that, during the analysis, STAAD transforms the surface into a finite element mesh. The type of mesh (number of elements, type of elements, size of elements, etc.) that is generated from the surface is based on the parameters that you provide at the time of defining the surface. The details of the mesh thus generated are to a large extent, masked from the user. Results are presented for that surface, not for the individual elements that it is made up of.

    To give you an analogy, think of the surface as a chess board, and the plate element as the individual squares in that board. You can define the chess board as 64 elements (option a) or 1 surface (option b).


    This is a test

  • Thanks so much.  I like the answers.

  • In reply to Changyi:

    Dear Bruce,

    if we take surface element as chess board and plate elements as assemblage of 64 square elements then

    what happens to inplane moment ( Mz ) that appears in output of surface element analysis while only out of plane moments (Mx & My ) are avilable in output of plate element anlaysis. How to judge in-plane moment of the plate element.

    thanks and regards

    Santoshg

  • In reply to gsantoshg:

    In the post-processing mode, in the Plate-Results Along Line page, cut a section through the wall. On the right side of the screen, a table will appear. It will have two tabs, one of which is called Total Force. In that tab, you will see an item called Mz (Line) In-plane moment. That will give you the value you are looking for.

  • In reply to SKLose:

    i got what i wanted

    thanks SKLose

    regards

    Santosh

  • In reply to gsantoshg:

    Dear Sirs:

    Can anyone tell me how to interpret the results of Surface design in STAAD. I modeled a surface having opening and the reinforcement  summary mentions:- Horizontal, vertical and Edge Rebar. What is the meaning  of this edge bars. for my result, the value is very high 70-10 DIA. What could be the reason for it? Along, sides of opening, it says horizontal boundary element 1- 16 dia..what does it mean??

    Also under plate stress, I get MZ value along local X and local Y. How to interpret the same and why there are two MZ values. PL. EXPLAIN...Thanks in advance for support.

    Alok

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