Showing posts with label ANSYS Boundary Condition. Show all posts
Showing posts with label ANSYS Boundary Condition. Show all posts

Friday, April 30, 2021

What is Finite Element Analysis/Method

 The Finite Element Method is self-explanatory, as the definition of the FEM is hidden in these three words.

  • Finite: As we know, every continuous component has millions of Degree of Freedom as it is made up of millions of particles. We generally call the degree of freedom (DOF) of a continuous object is infinite. It is not possible to solve the problem of an infinite degree of freedom(DOF). So, for the sake of simplicity, we reduce the degree of freedom(DOF) from infinite to finite with the help of the discretization process, which is called the meshing (Node and Element). 

  • Element: In the Finite Element Method, all the calculation activities are done on a limited number of points, which are called Nodes. Node is a specific point, which does not consume any space, it is an infinitesimal. The entity, which joins these nodes point, is called Element. There are many types of element shapes, i.e. Line, triangular, Quadrilateral, Box, Hexahedran, Penta, Tetrahedron. The result variable (i.e. stress etc.) is calculated on these nodes. Then the result variable is interpolated based on these elements based on an interpolated function that depends on the shape of the element.

  •  Method: As there are 3 Methods to solve any engineering problem: Theoretical, Numerical, and Practical. The Finite Element method uses the Numerical method of Problem Solving. 

Wednesday, June 15, 2016

Problem 2: 3D analysis of a plate with hole in center

A square plate with a hole at the center is under a tension load p in x direction as shown in the figure below. the dimension of the plate is 10in X 10in, thickness is 0.1in, and radius of hole is 1 in. Assume material structural Steel and p = 100 psi. FInd the maxium stress in plate.

Result:- 
1. Deflection(total )
2. Deflection( x- direction)
3. Deflection( y- direction)
4. Stress(von-Mises)
5. Strain(von-Mises )
6. Stress concentration factor

justify your answer with correct explanation, applying your subject knowledge.



Analysis using workbench

Result







Tuesday, May 31, 2016

Frictionless Support

An object have six degree of freedom in space. There are three translational and three rotational Degree of Freedom.
1.       Translation in X (Ux)
2.       Translation in Y (Uy)
3.       Translation in Z (Uz)
4.       Rotation about X (RotX)
5.       Rotation about Y (RotY)
6.       Rotation about Z (RotZ)
We apply support to restrict these DOF. In ANSYS, Frictionless Support provide Support in normal direction to the selected face or edge. The body can not move or rotate or deform in normal direction. But free to move or rotate or rotate in tangential direction.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Modal


Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation: Supported


Geometry Type
  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported


Topology
  • Body: Not Supported
  • Face: Supported- 3D only
  • Edge: Supported – 2D only
  • Vertex: Not Supported
  • Node: Not Supported


Monday, May 30, 2016

Displacement

An object have six degree of freedom in space. There are three translational and three rotational Degree of Freedom.
1.       Translation in X (Ux)
2.       Translation in Y (Uy)
3.       Translation in Z (Uz)
4.       Rotation about X (RotX)
5.       Rotation about Y (RotY)
6.       Rotation about Z (RotZ)
We apply support to restrict these DOF. In ANSYS, for Displacement support, we have to select the translational direction to restrict that direction’s movement at a point, edge or face.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Explicit Dynamics
  • Modal


Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type
  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported

Topology
  • Body: Supported, in Explicit Analysis
  • Face: Supported
  • Edge: Supported
  • Vertex: Supported
  • Node: Not Supported


Fixed Support

An object have six degree of freedom in space. There are three translational and three rotational Degree of Freedom.
1.       Translation in X (Ux)
2.       Translation in Y (Uy)
3.       Translation in Z (Uz)
4.       Rotation about X (RotX)
5.       Rotation about Y (RotY)
6.       Rotation about Z (RotZ)
We apply support to restrict these DOF. In ANSYS, for Fixed support, we restrict all the DOF at a point, edge or face.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Explicit Dynamics
  • Modal


Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type
  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported

Topology
  • Body: Supported, in Explicit Analysis
  • Face: Supported
  • Edge: Supported
  • Vertex: Supported
  • Node: Not Supported


Friday, May 27, 2016

Load in ANSYS Structural

Load in ANSYS Structural

There is list of load available in ANSYS structural analysis

1. Force


3. Moment








Line Pressure

Line pressure is equal to uniformly distributed load (UDL). It have unit load per unit length. Generally we use unit KN/m.
In ANSYS, for 3D simulation, a line pressure load applied a distributed force on one edge only.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Explicit Dynamics


Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation: Not Supported

Geometry Type
  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported

Topology
  • Body: Not Supported
  • Face: Not Supported
  • Edge: Supported
  • Vertex: Not Supported
  • Node: Not Supported


Bearing Load

When a shaft rest on a component, then it exert the load on that component. That load is called bearing load. On the basis of that load, supporting part are known as bearing. Bearing load have two component
  • Radial load
  • Axial load

Radial load act perpendicular to the axis of rotation, while axial (thrust) load acts parallel to the axis of rotation.
In ANSYS, the bearing load boundary condition analyze radial force only. It will be applied on the interior face of a cylinder in the radial direction. If you will apply a portion of the load to be in axial direction, the solver stops the solution and issues an appropriate error message.
When you apply bearing load on different circle, then the load will be distributed equally as proportion of area.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Harmonic Response

Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type
  • Solid: Supported
  • Surface/Shell: Not Supported
  • Wire body/ line body / Beam: Not Supported

Topology
  • Body: Not Supported
  • Face: Supported
  • Edge: Supported – 2D simulation only
  • Vertex: Not Supported
  • Node: Not Supported


Remote Force

Remote force is a type of force, which act a force as well as produce some effect of moment. It produce effect on a point of a face or edge without creating point on that.
In ANSYS, the remote force boundary condition is equivalent to a regular force load on a face or a force load on an edge, plus some moment. The advantage of using a remote force is that you can directly specify the location in space from which the force originates. A remote force is classified as a remote boundary condition.
A remote force boundary condition can be applied to a face, edge or vertex of a 3D model or to an edge or vertex of a 2D model.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Rigid Dynamics


Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type
  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported

Topology
  • Body: Not Supported
  • Face: Not, 3D only
  • Edge: Supported
  • Vertex: Supported
  • Node: Supported


Pipe Pressure

Pipe is generally used for transfer the fluid from one point to another. These fluid exert some pressure on pipe. This is called generally internal pressure. In some region, where we have to deal with snow region or water zone like ocean. In this region, there is generated external pressure, which try to compress the pipe.
In ANSYS, this boundary condition is applied only to pipe in the form of line bodies. This is very useful for pipe design and pipe stress analysis.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type
  • Static Structural
  • Transient Structural
  • Explicit Dynamics
  • Harmonic Response


Properties of Boundary Condition

Dimensional Analysis
  • 3D Simulation: Supported
  • 2D Simulation:  Not Supported

Geometry Type
  • Solid: Not Supported
  • Surface/Shell: Not Supported
  • Wire body/ line body / Beam: Supported, line bodies only

Topology
  • Body: Not Supported
  • Face: Not Supported
  • Edge: Supported
  • Vertex: Not Supported
  • Node: Not Supported


Wednesday, May 25, 2016

Hydrostatic Pressure

Hydrostatic pressure is the pressure that is exerted by a fluid at equilibrium at a given point within the fluid, due the force of gravity. Hydrostatic pressure increases proportional to depth measured from the surface because of the increasing weight of fluid exerting downward force from above.
                                                                  P = rho x g x h
                                                      Where p = pressure
                                                                 Rho  = density of fluid
                                                                 G = gravity acceleration
                                                                  h = height of fluid above the object
In ANSYS, hydrostatic pressure load simulates pressure that occurs due to fluid weight.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type

  • Static Structural
  • Transient Structural
  • Explicit Dynamics

Properties of Boundary Condition

Dimensional Analysis

  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type

  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported

Topology

  • Body: Not Supported
  • Face: Supported -3D
  • Edge: Supported-2D
  • Vertex: Not Supported
  • Node: Not Supported

Moment


The moment of a force is a measure of its tendency to cause a body to rotate about a specific point or axis. For developing moment, the force must act upon the body in such a manner that the body would begin to twist. The magnitude of the moment of a force acting about a point or axis is directly proportional to the distance of the force from the point or axis.
M = F . d
The unit of moment is newton –meter (N-m). A moment also have sense; a clockwise rotation about the center of moment will be considered as positive moment, while a counter-clockwise rotation about the center of moment will be considered negative.
In ANSYS, this boundary condition distributes a moment “about” (the vector of) an axis across one or more flat or curved faces, or about one or more edge or vertex.
Moment boundary condition classified as a remote boundary condition in ansys.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type

  • Static Structural
  • Transient Structural
  • Harmonic Response
Properties of Boundary Condition

Dimensional Analysis

  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type

  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported

Topology

  • Body: Not Supported
  • Face: Supported -3D
  • Edge: Supported
  • Vertex: Supported
  • Node: Supported

Pressure

Pressure is defined as force per unit area. The standard unit for pressure is Pascal, which is equal to 1 Newton per square meter.
Pressure = Force / Area  =  F/A

It is generally applied perpendicular to the applied surface.

In ANSYS, Pressure load applies a constant pressure or a varying pressure in a single direction (x, y or z) to one or more flat or curved surface.
A positive value of pressure act toward the face, compressing the body. A negative value of pressure act opposite to the face, form tension in body.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type

  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Explicit Dynamics

Properties of Boundary Condition

Dimensional Analysis

  • 3D Simulation: Supported
  • 2D Simulation: Supported

Geometry Type

  • Solid: Supported
  • Surface/Shell: Supported

Topology

  • Body: Not Supported
  • Face: Supported – 3D
  • Edge: Supported – 2D
  • Vertex: Not Supported
  • Node: Not Supported

If you select multiple face or edge, when defining the pressure, the same pressure value gets applied to all selected face or edge.

Force

A force is a push or pull upon an object resulting from the object’s interaction with another object.
F = m x a
Force is measured using Newton.
1 N = 1 kg x m/s2
Force is a vector quantity. It has both magnitude and direction. Because it have direction so we have to apply direction at time of applying load.

Analysis Type – This boundary condition are available in only following ANSYS Analysis type

  • Static Structural
  • Transient Structural
  • Harmonic Response
  • Explicit Dynamics

Properties of Boundary Condition

Dimensional Analysis

  • 3D Simulation: Supported
  • 2D Simulation: Supported, Force load are not supported for 2D axis-symmetric explicit dynamic analysis.
Geometry Type

  • Solid: Supported
  • Surface/Shell: Supported
  • Wire body/ line body / Beam: Supported
Topology

  • Body: Not Supported
  • Face: Supported
            Force will convert into pressure based on total area of all selected face.  If selected faces are not connected to each other or are from different part then there will be no selection.

  • Edge: Supported
             If you select multiple edge, the magnitude of the force is distributed equally over all selected edge. If you select multiple selection without connected to each other, then no selection will occure.

  • Vertex: Supported
           If you will select multiple vertices when defining the force, the force magnitude will be distributed evenly across all selected vertices.

  • Node: Supported