Home / Examples / Stress Analysis [Galileo] / Example 1: Cantilever under Distributed Load

Example 1: Cantilever under Distributed Load


General

 

Analysis Space

Item

Settings

Analysis Space

3D

Model Unit

m

 

Analysis Conditions

This is a static analysis.

Item

Settings

Solver

Stress Analysis [Galileo]

Analysis Type

Static Analysis

Options

N/A

Model

The bar is a rectangular solid body. The material is polycarbonate.

One end of the bar is fixed. Distributed face load is applied on the other end.

Body Attributes and Materials

Body Number/Type

Body Attribute Name

Material Name

0/Solid

BEAM

002_Polycarbonate(PC) *

* Available from the material DB

Boundary Conditions

The value of distributed face load is set assuming that a total of 100 kgf is applied to the tip face of the tool.
Tip area: 0.2x0.1 = 0.02 m2

Total load: 100 x 9.8 = 980 N

Distributed load: total / tip area = 49000 N/m2 (= Pa)

Boundary Condition Name/Topology

Tab

Boundary Condition Type

Settings

FIX/Face

Mechanical

Displacement

Select all X/Y/Z components.

UX=0, UY=0, UZ=0

LOAD/Face

Mechanical

Distributed Face Load

X=0, Y=0, Z=-49x103 [Pa]

Results

The contour diagram shows the magnitude of displacement.

The displacement is bigger towards the tip of the bar.

 

The vectors of the stress are shown below.

The upper part of the fixed end is getting the tensile stress, whereas the lower part is getting the compressive stress.

 

The external force and reactive force are listed in the table below.

 

 

The reactive force at FIX is a total of 980 [N] in +Z direction.

The external force at LOAD is a total of 980 [N] in -Z direction.