Project

Analysis on a Plate with a Hole

Aim: To design and perform a static analysis on a plate having holes for different cases.

Case 1 - Rectangular plate with a centre hole

Case 2 - Rectangular plate with 3 holes

Input for Simulation:

Input

Value

Material

Alloy Steel

Mesh Size

2 mm

Load

1000N

L x B x H

300x120x30 mm^3

Centre hole

60 mm diameter

Fixed

Small face

GIven: Sketch according to the given drawings and extrude as per the given dimensions.

The models obtained are as follows:






Body of Content

Introduction:

Stress concentration is the increase in stress along the cross-section that may be caused by a point load or by any another discontinuity such as a hole which brings about an abrupt change in the cross-sectional area. It is the ratio of the maximum to the average stress is called a stress concentration factor.



Results

Case 1 - Rectangular plate with centre hole




Mass = 7.66286 kg

Volume = 0.000995177 m^3

Density = 7,700 kg/m^3

Weight = 75.0961 N

Material Properties

Properties

Components

Name - Alloy Steel

Model type - Linear Elastic Isotropic

Default failure Criterion - Max von mises

Stress

Yield Strength - 6.20422e+08 N/m^2

Tensile Strength - 7.23826e+08 N/m^2

Elastic Modulus - 2.1e+11 N/m^2

Rectangular plate

with centre hole

Poisson's ratio - 0.28

Mass density - 7700 kg.m^3

Shear modulus - 7.9e+10 N/m^2

Thermal expansion coefficient - 1.3e-05/

Kelvin



Stress Plot



Displacement Plot



Strain Plot





Case 2 - Rectangular plate with 3 holes



Mass = 7.66286 kg

Volume = 0.000952765 m^3

Density = 7,700 kg/m^3

Weight = 71.8957 N



Material Properties

Properties

Components

Name - Alloy Steel

Model type - Linear Elastic Isotropic

Default failure Criterion - Max von mises

Stress

Yield Strength - 6.20422e+08 N/m^2

Tensile Strength - 7.23826e+08 N/m^2

Elastic Modulus - 2.1e+11 N/m^2

Rectangular plate

with three holes

Poisson's ratio - 0.28

Mass density - 7700 kg.m^3

Shear modulus - 7.9e+10 N/m^2

Thermal expansion coefficient - 1.3e-05/

Kelvin

Stress Plot



Displacement Plot



Strain Plot




Table for static analysis result

Properties

Rectangular pate with

centre hole

Rectangular plate with three

holes

Stress

Min - 0.014 MPa

Max - 1.212 MPa

Min - 0.001 MPa

Max - 1.161 MPa

Displacement

Min - 0 mm

Max - 0.000524 mm

Min - 0 mm

Max - 0.000567 mm

Strain

Min - 0.0000001236

Max - 0.000004747

Min - 0

Max - 0.000005

Mesh Size

2mm

2mm

Total Nodes

1007280

949026

Total Elements

719822

675004

Load

1000N

1000N

Material

Alloy Steel

Alloy Steel




Conclusion:

  1. The Von mises stress generated in the plate having a single hole is greater than in the plate having three holes.
  2. The strain and displacement are greater in the plate having three holes as compared to the pate having a single hole but the difference is so small that they may be considered equal.
  3. The weight of the plate having three holes is less than the weight of the plate having a single hole.
  4. Extra holes help in stress relief factor.
  5. The plate having three holes is much more effective to use than the plate having a single hole.
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