Challenge

Week 5 Bending of iPhone

Bending of iPhone - Simulation Using

ANSYS Workbench 2020 R2

Thejan Sasilal

OBJECTIVES

For this challenge, simulate the bending of iPhone as per the given cases below

Case 1: Simulate the model as it is given in the video

Case 2: Move the bottom fingers from their defined position to the given position X= 22.5mm & Z= 10mm and obtain the results for the simulation. Also define the S-N curve for the Aluminium Alloy material as per values given below and determine the fatigue life results for the same.

Stress, MPa

Number of Cycles, N

225

10000

175

100000

143

1000000

110

10000000

80

100000000

Results and Deliverables

Obtain the directional deformation for the model

Factor of Aluminium Alloy NL

Life of the Aluminium alloy for the case

Compare the results and present with the conclusion.

  1. INTRODUCTION

In this challenge, we are simulating the bending process of iPhone with human fingers at different locations to find out the structural abilities of the aluminium frame.

Parts:

1- Fixed fingers

2- iPhone

3- Push Fingers

  1. DESIGN SPECIFICATION

Assigned the following materials for each geometry from engineering data.

Material Assignment:

1- Fingers: Structural Steel

2- Frame: Aluminium Alloy NL

3- Display: Glass

4- Internals: Polyethylene

Imported the geometry and open it in Space Claim and check.

  1. STATIC ANALYSIS

Open Mechanical modeller for analysis.

Consider all units are in metric.

Rename geometry as Display, Frame, Inside, Push Fingers & Fingers

Select Stiffness Behaviour as Flexible for Display, Frame, Inside & Push Finger_Left

Select Stiffness Behaviour as Rigid for Push Finger_Right & other all fingers

3.1 CONNECTIONS

Contact is said to occur when the surfaces of two separate objects touch each other such that the surfaces are mutually tangent to each other. The surfaces in contact do not interpenetrate and can transmit forces from one body to the other. In order to prevent the interpenetration between the surfaces, the ANSYS program or any FEA software has to establish relations between the surfaces and this is done using CONTACT FORMULATIONS. When penetration is prevented by the program, it is said to have enforced Contact Compatibility. When the program fails to enforce contact compatibility between two surfaces in contact, interpenetration occurs to a large extent and the solver will face convergence issues and be forced to stop.

In an interface, we define the contact and target. While deciding between these two, we should keep in mind that ANSYS considers the contact body as the one which is not allowed to penetrate into the target body. But the target is allowed to penetrate into the contact body. If you are unsure of the behaviour of your system, then you can choose Symmetric type of contact. Otherwise, an Asymmetric type of contact can be used.

1. Consider default contacts and targets except finger to finger contact.

2. Consider the following settings for Display to Frame contact.

3. Consider the following settings for all other contacts

Frictionless: In this type of contact, separation and sliding are both allowed. The coefficient of friction is taken as zero in this case. The user should check the model if it is properly constrained whenever this contact model is used. Weak springs are often added for easier convergence with this model.

Bonded: As the name suggests, it allows the user to define a contacting surface like a glued surface. This type of contact does not allow any sliding or separation to take place.

4. Insert Fixed (Body Ground) joint for fixed fingers

5. Insert Translational joint for push fingers

3.2 MESH CREATION

1) Insert Sizing for the selected faces with element size 4 mm.

2) Generate Mesh using the following settings

Object Name

Mesh

State

Solved

Display

Display Style

Use Geometry Setting

Defaults

Physics Preference

Mechanical

Element Order

Program Controlled

Element Size

Default

Sizing

Use Adaptive Sizing

Yes

Resolution

0

Mesh Defeaturing

Yes

Defeature Size

Default

Transition

Fast

Span Angle Center

Coarse

Initial Size Seed

Assembly

Bounding Box Diagonal

168.39 mm

Average Surface Area

144.03 mm²

Minimum Edge Length

8.5254e-002 mm

Quality

Check Mesh Quality

Yes, Errors

Error Limits

Standard Mechanical

Target Quality

Default (0.050000)

Smoothing

Low

Mesh Metric

None

Inflation

Use Automatic Inflation

None

Inflation Option

Smooth Transition

Transition Ratio

0.272

Maximum Layers

5

Growth Rate

1.2

Inflation Algorithm

Pre

View Advanced Options

No

Advanced

Number of CPUs for Parallel Part Meshing

Program Controlled

Straight Sided Elements

No

Rigid Body Behavior

Dimensionally Reduced

Rigid Face Mesh Type

Quad/Tri

Triangle Surface Mesher

Program Controlled

Topology Checking

Yes

Pinch Tolerance

Please Define

Generate Pinch on Refresh

No

Statistics

Nodes

12919

Elements

5569

3.3 ANALYSIS SETTINGS

Consider following as the analysis settings for all steps.

Object Name

Analysis Settings

State

Fully Defined

Step Controls

Number Of Steps

8.

Current Step Number

1.

Step End Time

1. s

Auto Time Stepping

Program Controlled

Solver Controls

Solver Type

Direct

Weak Springs

Program Controlled

Solver Pivot Checking

Program Controlled

Large Deflection

On

Inertia Relief

Off

Quasi-Static Solution

Off

Rotordynamics Controls

Coriolis Effect

Off

Restart Controls

Generate Restart Points

Program Controlled

Retain Files After Full Solve

No

Combine Restart Files

Program Controlled

Nonlinear Controls

Newton-Raphson Option

Program Controlled

Force Convergence

Program Controlled

Moment Convergence

Program Controlled

Displacement Convergence

Program Controlled

Rotation Convergence

Program Controlled

Line Search

Program Controlled

Stabilization

Constant

--Method

Energy

--Energy Dissipation Ratio

0.1

--Activation For First Substep

Yes

--Stabilization Force Limit

0.2

Advanced

Inverse Option

No

Contact Split (DMP)

Off

Output Controls

Stress

Yes

Surface Stress

Yes

Back Stress

Yes

Strain

Yes

Contact Data

Yes

Nonlinear Data

Yes

Nodal Forces

Yes

Volume and Energy

Yes

Euler Angles

Yes

General Miscellaneous

Yes

Contact Miscellaneous

Yes

Store Results At

All Time Points

Result File Compression

Program Controlled

Analysis Data Management

Solver Files Directory

D:\7. Skill Lync\6. Week 5\2. Bending of iPhone\Week 5 Bending of iPhone_files\dp0\SYS\MECH\

Future Analysis

None

Scratch Solver Files Directory

Save MAPDL db

No

Contact Summary

Program Controlled

Delete Unneeded Files

Yes

Nonlinear Solution

Yes

Solver Units

Active System

Solver Unit System

nmm

Large deflection

This option helps the solver whether the large deflection, large stain, large rotation happening in the simulation should be taken into account. It is available for static structural and transient structural analysis. Enabling this by ON will help the solver to consider the large strain happening, such as metal forming in a simulation and deflection.

SOLVER CONTROLS

Solver controls provide some properties based on the analysis type. For both the static structural analysis and transient structural analysis the common properties are

● Solver type

● Weak springs

● Large deflection

Solver type

Helps in choosing the required solver type for carrying out a simulation. It offers three options,

Program controlled: default option. The program automatically chooses the solver based on the model application.

Direct: This is one of the solver types where the solver uses a Sparse solver (solver handles a system of equations where the coefficient matrix entries contain mostly zero) to solve the model.

3.4 BOUNDARY CONDITIONS

1) Insert Fixed support for Inside

2) Insert Displacement joint for Frame

3) Insert Joint Load for Push Fingers individually and input displacement values in X direction

3.5 SOLUTIONS

CASE - 1

CASE - 2

COMPARISON

Directional Deformation about Y- axis on Frame

Since the application of loading is at geometrically weaker area more deformation occurs in case-1

Factor of Safety - Frame

In case-1, application loading is at edge of the frmae, stress concentrates on deformed areas only.

In case-2, application of loading is at the near to the geometrical center, stress distributes to almost all the area of the frame.

Both the cases indicating plastic deformation of the Frame.

Life Cycle of Frame

Both the cases indicating poor life cycle. As it is a plastic deformation in the fist loading cycle itself the frame deforms.

4. CONCLUSSION

Simulation of bending process of iPhone carried out using Ansys workbench. From the analysis, it is found that the application of the 8mm displacement load at different loacations produces plastic deformation in the Aluminium Alloy Frame. As the point of load application is at different loactions, effect of the deformation is different in both cases. The Aluminium Alloy frame is not able to withstand the 8mm bending load.

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