Stress Analysis for I-Section beam

 Summary

Author

CADCIM

 Project

Part Number	Tutorial1
Designer	CADCIM
Cost	$0.00
Date Created	1/19/2013

 Status

Design Status

WorkInProgress

 Physical

Material	Steel, Alloy
Density	7.85 g/cm^3
Mass	0.647625 kg
Area	36550 mm^2
Volume	82500 mm^3
Center of Gravity	x=150 mm y=0 mm z=-0.5 mm

Note: Physical values could be different from Physical values used by FEA reported below.

General objective and settings:

Design Objective	Single Point
Simulation Type	Static Analysis
Last Modification Date	1/21/2013, 10:01 AM
Detect and Eliminate Rigid Body Modes	No

Mesh settings:

Avg. Element Size (fraction of model diameter)	0.02
Min. Element Size (fraction of avg. size)	0.05
Grading Factor	1.5
Max. Turn Angle	60 deg
Create Curved Mesh Elements	Yes

 Material(s)

Name	Steel, Alloy
General	Mass Density	7.85 g/cm^3
	Yield Strength	250 MPa
	Ultimate Tensile Strength	400 MPa
Stress	Young's Modulus	205 GPa
	Poisson's Ratio	0.3 ul
	Shear Modulus	78.8462 GPa
Part Name(s)	Tutorial1

 Operating conditions

 Force:1

Load Type	Force
Magnitude	1000.000 N
Vector X	0.000 N
Vector Y	0.000 N
Vector Z	-1000.000 N

 Selected Face(s)

 Fixed Constraint:1

Constraint Type

Fixed Constraint

 Selected Face(s)

 Results

  Reaction Force and Moment on Constraints

Constraint Name	Reaction Force		Reaction Moment
	Magnitude	Component (X,Y,Z)	Magnitude	Component (X,Y,Z)
Fixed Constraint:1	1000 N	0 N	299.997 N m	0 N m
		0 N		-299.997 N m
		1000 N		0 N m

 Result Summary

Name	Minimum	Maximum
Volume	82500 mm^3
Mass	0.647625 kg
Von Mises Stress	0.19881 MPa	200.746 MPa
1st Principal Stress	-74.0233 MPa	259.532 MPa
3rd Principal Stress	-249.314 MPa	73.1821 MPa
Displacement	0 mm	2.04704 mm
Safety Factor	1.24535 ul	15 ul
Stress XX	-235.212 MPa	239.939 MPa
Stress XY	-53.0596 MPa	46.1161 MPa
Stress XZ	-52.4939 MPa	33.1128 MPa
Stress YY	-92.3672 MPa	92.6225 MPa
Stress YZ	-24.8117 MPa	23.0961 MPa
Stress ZZ	-109.677 MPa	92.6225 MPa
X Displacement	-0.125465 mm	0.126978 mm
Y Displacement	-0.00241889 mm	0.00241932 mm
Z Displacement	-2.04311 mm	0.000326282 mm
Equivalent Strain	0.000000880251 ul	0.000900757 ul
1st Principal Strain	-0.000469386 ul	0.00106557 ul
3rd Principal Strain	-0.00106461 ul	0 ul
Strain XX	-0.000975183 ul	0.000974807 ul
Strain XY	-0.000336475 ul	0.000292444 ul
Strain XZ	-0.000332888 ul	0.000209983 ul
Strain YY	-0.000309539 ul	0.000274609 ul
Strain YZ	-0.000157343 ul	0.000146463 ul
Strain ZZ	-0.000502431 ul	0.000292628 ul

 Figures

 Von Mises Stress

 1st Principal Stress

 3rd Principal Stress

 Displacement

 Safety Factor

 Stress XX

 Stress XY

 Stress XZ

 Stress YY

 Stress YZ

 Stress ZZ

 X Displacement

 Y Displacement

 Z Displacement

 Equivalent Strain

 1st Principal Strain

 3rd Principal Strain

 Strain XX

 Strain XY

 Strain XZ

 Strain YY

 Strain YZ

 Strain ZZ