Elastic Link

 

 

 

Create or remove elastic links. Two nodes are connected by an elastic link and its stiffness is defined by the user.

 

 

 

From the Main Menu select Boundary > Link > Elastic Link.

 

 

Click to the right of Elastic Link: Display the Elastic Link Table

 Boundary Group Name

Select a Boundary Group in which the specified boundary condition is included. Select "Default" if Group assignment is unnecessary. Click to the right to prompt the "Define Boundary Group" dialog box to add, modify or delete Boundary Groups.

Options

Add/Replace: Enter or replace elastic links

Delete: Delete previously entered elastic links

Elastic Link Data

Link Type: Assign an elastic link type.

General Type: General elastic link (6dof)

Rigid Type: Rigid link

Note
In case of Rigid Type, the link stiffness is automatically calculated based on the working model. The applied stiffness of the link can be checked in the text output file (*.out) after performing analysis.

Tens.-only: Tension-only elastic link

Comp.-only: Compression-only elastic link

Note
When
an elastic link is assigned as tension-only or compression-only, only element's axial stiffness can be applied. The elastic link observes the Iteration method defined in Main Control Data identical to tension- and compression-only.

Multi-Linear: Multi-linear elastic link

 

SDx: Stiffness in the link's local x-direction

 

SDy: Stiffness in the link's local y-direction

SDz: Stiffness in the link's local z-direction

SRx: Rotational stiffness about the link's local x-axis

SRy: Rotational stiffness about the link's local y-axis

SRz: Rotational stiffness about the link's local z-axis

 

Shear Spring Location
Save the locations of shear springs used in elastic links.

 

Distance Ratio From End I
Specify the locations of the shear springs relative to the length of the elastic links starting from i-node.

Beta Angle: Angle defining the elastic link orientation

Saddle: In a multi-span suspension bridge, top tower saddle can be shifted relative to the tower before starting the cable erection. Top tower saddle can be simulated using Elastic Link: saddle type.

 

 

2 Nodes

Enter the node numbers for the 2 nodes to be elastically linked.

 

Copy Elastic Link

Define simultaneously a number of elastic links by copying the conditions assigned to an elastic link.

Node Inc.
Create a number of elastic link elements using a node increment.

Number of Times: Number of copies

Node Increment: Increment of node numbers

Distance
Create a number of elastic link elements using the distances between nodes.

Axis: Assign an axis direction for copying the elastic link.

Distances: Enter the number of repetitions and/or distances for copying the elastic link.