Pipe 36pulg Stress Analysis Report

Stress Analysis Report

 Analyzed File:

TUBERIA 36 pulg.ipt

 Autodesk Inventor Version: 2012 (Build 160160000, 160) Creation Date:

18/10/2012, 03:41 p.m.

Simulation Author:

Jhony Medrano

Summary:

Project Info (iProperties) Summary  Author Sudamericana de aceros

Project Part Number Number TUBERIA TUBERIA 36 pulg pulg Desi Design gner er

Suda Sudame meri rica cana na de acer aceros os

Status Design Status WorkInProgres WorkInProgresss

Physical Material

Default

Density

1 g/cm^3

Mass

25.7268 kg

 Area

11459900 mm^2

 Volume

25726800 mm^3

x=0 mm Center of Gravity y=0 mm z=1000 mm Note: Physical values could be different from Physical values used by FEA reported below.

Simulation:1 General objective and settings: Design Objective

Single Point

Simulation Type

Static Analysis

Last Modification Date

18/10/2012, 03:41 p.m.

Detect and and Eliminate Eliminate Rigid Body Body Modes No  Advanced settings:  Avg. Element Size (fraction of model diameter) 0.1 Min. Min. Elem Elemen entt Size Size (fra (fract ctio ion n of avg. avg. size) ize)

0.2 0.2

Grading Factor

1.5

Max. Turn Angle

60 deg

Create Curved Mesh Elements

Yes

Material(s) Name

Steel Mass Density

General

 Yield Strength

7.85 g/cm^3 207 MPa

Ultimate Ultimate Tensile Strengt Strength h 345 MPa  Young's Modulus Stress

0.3 ul

Shear Modulus

0 GPa

Expa Expans nsio ion n Coe Coeff ffic icie ient nt

0.00 0.0000 0012 12 ul/c ul/c

Stress Thermal Ther Therma mall Con Condu duct ctiv ivit ity y Specific Heat Part Part Nam Name( e(s) s)

210 GPa

Poisson's Ratio

TUBERI TUBERIA A 36 pulg pulg

Operating conditions Pressure:1 Load Load Type Pressu Pressure re Magnit Magnitude ude -0.008 -0.008 MPa Selected Face(s)

56 W/( W/( m K ) 460 J/( kg c )

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) 0N

Fixed Constraint:1 0 N

0N 0N

Result Summary Name  Volume Mass  Von Mises Stress

Minimum

Maximum

25726800 mm^3 201.956 kg 0.138817 MPa 1.49215 MPa

1st Principal Stress -0.251195 MPa 0.93553 MPa 3rd Principal Stress -1.61203 MPa 0.186907 MPa Displacement

0 mm

0.00168517 mm

Safety Factor

15 ul

15 ul

Figures Von Mises Stress

1st Principal Stress

0Nm 0Nm

0Nm 0Nm

3rd Principal Stress

Displacement

Safety Factor

D:\PERSONAL\CALCULOS\TUBERIA 36 pulg.ipt