Interface Element

 

 

To create an interface element.

An Interface element is used when relative displacement is allowed between dissimilar elements or between elements having distinctively different stiffness and where it is not possible to draw a thin layer (because of its thickness relative to entire model).

Applicable Modules:

Ground image65.gif

Slope image68.gif

Soft Ground image69.gif

Foundation image236.gif

Seepage image70.gif

Dynamic image71.gif

 

 

 

From the Main Menu, select Model > Element > Interface Element image2.gif

From the Command Line, type 'InterfaceElement' or 'CEI'

 

 

 

Method

Select the method of creating interface elements. interface.gif

Create from Element Boundary (Mesh Set)

Select interface elements from the outer boundary of elements.

Create from Element Boundary (2D Element)

Create interface elements from the outer boundary of elements.

 

   

Note:

Create from Element Boundary: It creates Interface elements from the outer boundary of elements. The diagram below illustrates Interface elements created between the selected element boundary and the adjacent elements.

image15.jpg

If the entire elements are selected, no Interface elements can be created because of non-presence of adjacent elements. If the Interface elements created are within the interior of mesh, the Interface elements form the shape of a wedge as shown below.

 image17.jpg

 

Note:

Create by Node Selection: Create interface elements by directly selecting nodes.

Since the wedge shape retains the last node being connected, at least two or more nodes need to be selected to create interface elements.  

image26.jpg

 

Note:

Create from Truss/Beam Elements: Create interface elements by selecting Truss/Beam elements.

When Interface elements are created at 1D elements such as Truss/Beam elements, Interface elements are created at both sides of the elements as shown below.

image28.jpg

 

Accordingly, use the option Separately Add Mesh Sets for Interface elements to separately create Interface elements at both sides. Also, when certain ground elements, which are connected to Interface elements, are removed in a Construction Stage, the connected Interface elements are automatically removed at that stage to avoid errors in analysis.

image29.jpg

 

Note:

Create from mesh sets (T/X-cross type): When interface elements intersect such as in masonry structures, create interface elements from mesh sets. It creates Interface elements using mesh sets in such case as a masonry structure having intersecting interface elements.

image30.jpg

 

Structural Property

Enter the stiffness data of interface elements. image31.jpg

Property Wizard

The stiffness of the interface elements is automatically calculated.

Define Property

The stiffness of the interface elements is directly entered by the user.

 

Define Wizard

Invoke the dialog box for Interface Element Property Wizard.

Property

Virtual Thickness Factor (tv)

Enter the thickness of the virtual elements.

Strength Reduction Factor (R)

Dilatancy Angle

It represents the ratio between a volumetric strain and a shear strain rate. If un-checked, the same value as the Internal Friction Angle is reflected in analysis.

Consider Element Size

Option to consider the element size in calculating stiffness.

 

Tension Cut-off

Check in when tension cut-off is considered. It is used to model the soil behavior as it can sustain no or small tensile stress.

Tensile Strength

Input tensile strength at the interface.

Mode-II Model

It represents the failure mode in which separation occurs due to in-plane shear. The shear stress acts parallel to the plane of the crack and perpendicular to the crack front.  

Brittle

Model depicting no resistance to shear after cracking. The crack shear modulus, D, is assigned a constant value, which corresponds to a linear ascending relation between shear stress and shear strain across the crack.

Note: In this approach, shear stress can increase indefinitely which may cause numerical instability.

 

Specific Shear Maintained

The shear stiffness, after cracking, is expressed as a decreasing function of shear function of the crack normal strain. This model accounts for the fact that with increasing crack opening, the interlock of particles diminishes.

 

Damping Shear Stiffness

Specify the magnitude of the reduced shear stiffness.

 

Mesh Set

Enter the name of the interface elements. Click mesh_set.gif to Add, Modify or Delete mesh sets.

 

Create Rigid Link automatically

Check on to automatically create rigid links (X & Z restrained) at the nodes separated by creating interface elements.

 

Addition of Mesh Set for Interface Elements

When creating interface elements, this option separates the mesh set to create mesh sets for the interface elements.  

 

reset.gif The dialog box will be initialized.  

 ok.gif After creating the elements, the dialog box will close upon clicking.

Click  close.gif or press the ESC key to close the dialog box.

apply.gif After creating the elements, the work process will switch to the state of Select 2D Element upon clicking.