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Research Journal of Engineeri Vol. 5(7), 33-45, July (2016) International Science Community Associa Analysis and Mitigation of with Central Ci Department of Mechan Avai Received 24 th Fe Abstract Many techniques are available for the stu stress and deflection in isotropic and ortho has been done by applying finite element boundary conditions. The models have be formulation have carried out in software A Keywords: Finite element method, SCF, T Introduction Rectangular plates with central circular hole loading have found widespread applications i engineering. Knowledge of stresses, deflect stress concentration which arises from any geometry of plate are required. Analytic available for SCF in literature. The work carr researchers for analysis of SCF is compiled Peterson 1 . Formulation and graphs have g discontinuities under different loading conditio Fedorov 2 studied the effect of D/A ratio and d stress concentration in a glass reinforcemen and extended the work on anisotropy of mat studied 12 different models for different load and Rao 3,4 evaluated stress and stress conc reinforced composite fibrous plate containin hole and two coaxial holes subjected to transv finite element method and Lo Christensen bending theory. Mittal and Jain 5 analyzed the effect of fibre or concentration factor in fibrous plate with ce under transverse static loading by using two element methods. Mittal and Jain 6 analyzed th supported isotropic square plate with cen subjected to transverse static loading by Finite They have reported around 30% reductio proposed four auxiliary holes around circul geometry. Rao et. al. 7 evaluated the stress a rectangular cutouts in symmetric laminates. It that the maximum stress and its location is ma the type of loading 8-12 . Worked on comp laminated plates under different loading condi ing Sciences ____________________________________ ation f Stress Concentration factor in R ircular hole under Transverse Loa Shubhrata Nagpal nical Engineering, Bhilai Institute of Technology, Durg (CG), In [email protected] ilable online at: www.isca.in, www.isca.me ebruary 2016, revised 16 th May 2016, accepted 10 th July 2016 udy of stress concentration around holes in rectangular otropic rectangular plate with central circular hole under t method. The analysis has been done for different size een modified by applying two methods for mitigation o ANSYS. Transverse loading, Boundary conditions. e under transverse in various fields of tion and study of abrupt changes in cal solutions are ried out by various d and presented by given for different ons. different loading on nt plastic specimen terial. Fedorov has ds and sizes. Paul centration in fibre ng central circular verse load by using Wu higher order rientation on stress entral circular hole dimensional finite he design of simply ntral circular hole e Element Method. on in SCF. They lar hole in square around square and t has been analyzed ainly influenced by mposite plates and itions. Problem Description Rectangular plate of 400 mm*100 hole of diameter D under unif transverse direction has been cons material and four different compos material properties are selected for modified for mitigation of SCF by around the central circular hole. To study the variation in SCF mode 3-D solid element. An eight nodded specified as Shell 93 in ANSYS of modeling. Two boundary condition simply supported and fixed, Figu constant in solid plate and in plate w All the models of different plate ma both boundary conditions. In plate in plate B all the edges are concentration factor has been deter σ xy and also σ von . Deflection in analyzed. Two models are considered for an central circular hole. Model 1 has b two auxiliary holes around main generated. For further analysis, Mo introducing four auxiliary holes a Model 3. The size and location of a The SCF for all the considered str deflection in Z direction is compare plate in Z direction for simil conditions. ______E- ISSN 2278 – 9472 Res. J. Engineering Sci. 33 Rectangular plate ading ndia plates. The distribution of r transverse static loading e of hole for two different of SCF. The finite element 0 mm having central circular formly distributed load in sidered (Figure-1). Isotropic site materials with respective r the analysis. Plate has been y introducing auxiliary holes el has been generated using a d structural 3D Shell element f 1 mm length is selected for ns considered for analysis are ure-2. The loading is kept with hole i.e. 0.02N/m 2 . aterial have been analyzed for A all the edges are fixed and simply supported. Stress rmined for stresses in σ x , σ y , Z direction has also been nalysis Model 1 is plate with been modified by introducing hole as Model 2 has been odel 2 has been modified by around central main hole, as auxiliary holes are optimized. resses has been studied. The ed with the deflection of solid lar geometric and loading
Transcript

Research Journal of Engineering

Vol. 5(7), 33-45, July (2016)

International Science Community Association

Analysis and Mitigation of Stress Concentration factor in Rectangular plate

with Central Circular hole under Transverse Loading

Department of Mechanical Engineering,

AvailableReceived 24th February 2016, revised

Abstract

Many techniques are available for the study of stress concentration around holes in rectangular plates. The distribution of

stress and deflection in isotropic and orthotropic rectangular plate with central circular hole under transverse static loadi

has been done by applying finite element method. The analysis has been done for different size of hole for two different

boundary conditions. The models have been modified by applying two methods for mitigation of SCF. The finite element

formulation have carried out in software A

Keywords: Finite element method, SCF, Transverse loading, Boundary conditions.

Introduction

Rectangular plates with central circular hole under transverse

loading have found widespread applications in various fields of

engineering. Knowledge of stresses, deflection and study of

stress concentration which arises from any abrupt changes in

geometry of plate are required. Analytical solutions are

available for SCF in literature. The work carried out by various

researchers for analysis of SCF is compiled and presented by

Peterson1. Formulation and graphs have given for different

discontinuities under different loading conditions.

Fedorov2 studied the effect of D/A ratio and different loading on

stress concentration in a glass reinforcement plastic specimen

and extended the work on anisotropy of material.

studied 12 different models for different loads and sizes. Paul

and Rao3,4

evaluated stress and stress concentration in fibre

reinforced composite fibrous plate containing central circular

hole and two coaxial holes subjected to transverse load by using

finite element method and Lo Christensen Wu higher order

bending theory.

Mittal and Jain5 analyzed the effect of fibre orientation on stress

concentration factor in fibrous plate with central circular hole

under transverse static loading by using two dimensional finite

element methods. Mittal and Jain6 analyzed the design of simply

supported isotropic square plate with central circular hole

subjected to transverse static loading by Finite Element Method.

They have reported around 30% reduction in SCF. They

proposed four auxiliary holes around circular hole in square

geometry. Rao et. al.7 evaluated the stress around square

rectangular cutouts in symmetric laminates. It has been analyzed

that the maximum stress and its location is mainly influenced by

the type of loading8-12

. Worked on composite plates and

laminated plates under different loading conditions.

Engineering Sciences _________________________________________

Association

Analysis and Mitigation of Stress Concentration factor in Rectangular plate

with Central Circular hole under Transverse Loading

Shubhrata Nagpal Department of Mechanical Engineering, Bhilai Institute of Technology, Durg (CG), India

[email protected]

Available online at: www.isca.in, www.isca.me February 2016, revised 16th May 2016, accepted 10th July 2016

available for the study of stress concentration around holes in rectangular plates. The distribution of

stress and deflection in isotropic and orthotropic rectangular plate with central circular hole under transverse static loadi

g finite element method. The analysis has been done for different size of hole for two different

boundary conditions. The models have been modified by applying two methods for mitigation of SCF. The finite element

formulation have carried out in software ANSYS.

Finite element method, SCF, Transverse loading, Boundary conditions.

Rectangular plates with central circular hole under transverse

loading have found widespread applications in various fields of

engineering. Knowledge of stresses, deflection and study of

stress concentration which arises from any abrupt changes in

geometry of plate are required. Analytical solutions are

available for SCF in literature. The work carried out by various

or analysis of SCF is compiled and presented by

. Formulation and graphs have given for different

discontinuities under different loading conditions.

studied the effect of D/A ratio and different loading on

ss reinforcement plastic specimen

and extended the work on anisotropy of material. Fedorov has

studied 12 different models for different loads and sizes. Paul

evaluated stress and stress concentration in fibre

e containing central circular

hole and two coaxial holes subjected to transverse load by using

finite element method and Lo Christensen Wu higher order

orientation on stress

concentration factor in fibrous plate with central circular hole

under transverse static loading by using two dimensional finite

analyzed the design of simply

ntral circular hole

subjected to transverse static loading by Finite Element Method.

They have reported around 30% reduction in SCF. They

proposed four auxiliary holes around circular hole in square

evaluated the stress around square and

rectangular cutouts in symmetric laminates. It has been analyzed

that the maximum stress and its location is mainly influenced by

. Worked on composite plates and

laminated plates under different loading conditions.

Problem Description

Rectangular plate of 400 mm*100

hole of diameter D under uniformly distributed load in

transverse direction has been considered (Figure

material and four different composite materials with respective

material properties are selected for the analys

modified for mitigation of SCF by introducing auxiliary holes

around the central circular hole.

To study the variation in SCF model has been generated using a

3-D solid element. An eight nodded structural 3D Shell element

specified as Shell 93 in ANSYS of 1 mm length is selected for

modeling. Two boundary conditions considered for analysis are

simply supported and fixed, Figure

constant in solid plate and in plate with hole i.e. 0.02N/m

All the models of different plate material have been analyzed for

both boundary conditions. In plate A all the edges are fixed and

in plate B all the edges are simply supported. Stress

concentration factor has been determined for stresses in

σxy and also σvon. Deflection in Z direction has also been

analyzed.

Two models are considered for analysis Model 1 is plate with

central circular hole. Model 1 has been modified by introducing

two auxiliary holes around main hole as Model 2 has been

generated. For further analysis, Model 2 has been modified by

introducing four auxiliary holes around central main hole, as

Model 3. The size and location of auxiliary holes are optimized.

The SCF for all the considered stresses has been studied. The

deflection in Z direction is compared

plate in Z direction for similar geometric and loading

conditions.

______E- ISSN 2278 – 9472

Res. J. Engineering Sci.

33

Analysis and Mitigation of Stress Concentration factor in Rectangular plate

with Central Circular hole under Transverse Loading

Bhilai Institute of Technology, Durg (CG), India

available for the study of stress concentration around holes in rectangular plates. The distribution of

stress and deflection in isotropic and orthotropic rectangular plate with central circular hole under transverse static loading

g finite element method. The analysis has been done for different size of hole for two different

boundary conditions. The models have been modified by applying two methods for mitigation of SCF. The finite element

Rectangular plate of 400 mm*100 mm having central circular

hole of diameter D under uniformly distributed load in

transverse direction has been considered (Figure-1). Isotropic

material and four different composite materials with respective

selected for the analysis. Plate has been

mitigation of SCF by introducing auxiliary holes

To study the variation in SCF model has been generated using a

odded structural 3D Shell element

in ANSYS of 1 mm length is selected for

modeling. Two boundary conditions considered for analysis are

simply supported and fixed, Figure-2. The loading is kept

constant in solid plate and in plate with hole i.e. 0.02N/m2.

ent plate material have been analyzed for

both boundary conditions. In plate A all the edges are fixed and

in plate B all the edges are simply supported. Stress

concentration factor has been determined for stresses in σx, σy,

in Z direction has also been

Two models are considered for analysis Model 1 is plate with

central circular hole. Model 1 has been modified by introducing

two auxiliary holes around main hole as Model 2 has been

Model 2 has been modified by

introducing four auxiliary holes around central main hole, as

Model 3. The size and location of auxiliary holes are optimized.

The SCF for all the considered stresses has been studied. The

deflection in Z direction is compared with the deflection of solid

plate in Z direction for similar geometric and loading

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 34

Figure-1

Plate model with hole under transverse loading, Model 1

Figure-2

Boundary conditions at all edges of Plate A fixed, Plate B

simply supported

Figure-3

Plate with one set of auxiliary holes under transverse

loading, Model 2

Figure-4

Plate with two sets of auxiliary holes under transverse

loading, Model 3

Results and Discussion

Results of SCF for different models thus obtained for various

materials are presented in graphical forms.

Fixed Plate under transverse loading Plate A: Variations of

SCF for σσσσx , σσσσy , τxy , σσσσvon and Uz/Uzs versus D/A: The SCF’s

for all the stresses have been plotted against D/A ratio in case of

all the models. The ratio of deflection in Z direction has also

been plotted against D/A ratio for all the models. The trend of

plots is different for special materials and for different models.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 35

Figure-5

SCF)x Vs D/A for fixed plate of all models

It has been noted that the effect of D/A ratio is prominent for

SCF of σx for all cases considered. It is observed from Figure-5,

that there is no reduction in SCF by providing auxiliary holes

along with the main hole. The trend of curves for Model 1 and

Model 3 are same. The SCF)x is more in case of Model 3 than

that for Model 1. The SCF)x is maximum in case of Model 2 for

higher D/A ratio. The SCF)x increased with D/A ratio for all the

materials.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 36

Figure-6

SCF for σy Vs D/A for fixed plate of all models

SCF)Y is almost constant for all the materials with respect to

D/A ratio. The magnitude of SCF)Y decreases as D/A ratio

increases for all the materials undertaken. From the above figure

it can be seen that the trend of curves are same for Model 2 and

Model 3. . SCF)Y is maximum for Model 3.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 37

Figure-7

SCF)xy Vs D/A for fixed plate of all models

The curves show downwards trend for all the materials as D/A

ratio increases. The curve is a straight line for all the materials

expect for e- glass/epoxy considering Model 1. The (SCF)XY is

maximum for Model 3 and minimum for Model 1.SCF for σxy

shows less influence of D/A ratios for all materials considered.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 38

Figure-8

SCF)von Vs D/A for fixed plate of all models

From the curves drawn it is conclude that SCF)von is almost

constant for all the materials as D/A ratio increases from 0.1 to

0.5 . SCF)von is maximum for Model 3 . For both Model 2 and 3

the trends of curves are downwards, which shows that the

SCF)von decreases as D/A ratio increases in modified models.

In boron/epoxy plate model the SCF)von for Model 2 is almost

same as in plate model with single circular hole and in case of

Model 3 the SCF)von decreases as we go for higher D/A ratio. In

all the other materials the trend of curves are same for Model 2

and Model 3.

The deflection in Z direction in Model 1 , Model 2 and Model 3

has been compared with the deflection in solid plate .

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 39

Figure-9

UZ/UZS Vs D/A for fixed plate of all models

Deformation in plate in Z direction in solid plate and

deformation in modified model are compared. The curves are

plotted between ratio of these deflection and D/A ratio for all

the models. The influence of D/A ratio is substantial for ratios

of Uz/Uzs for all cases of materials.

The curves show that this deformation ratio decreases for

isotropic material and E - glass/ epoxy after introducing the

auxiliary holes around main hole. This reduction is more for

lower values of D/A ratio. The curves represents that this ratio is

almost constant for Model 2 and Model 3 for all D/A ratios.

For Boron/ Aluminium, Boron/Epoxy and Woven/Epoxy this

ratio increases as auxiliary holes are introduced. This shows that

by introducing auxiliary holes in a fixed plate of these materials

the deformation increases as compared to the solid plate of same

material and under same loading conditions for all D/A ratio.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 40

Simply supported plate under transverse loading, Plate B

Variations of SCF for σσσσx , σσσσy , τxy , σσσσvon and Uz/Uzs versus D/A

Figure-10

SCF)x Vs D/A for simply supported plate of all models

SCF for σx varies from 0.8 to 1.4 for all the cases. SCF

decreases as D/A ratio increases for all the materials except for

boron/epoxy. In boron/epoxy plate its magnitude increases

somewhat with D/A ratio.

For boron/aluminium the SCF is 0.8 for D/A ratio =0.1 which

decreases and is minimum, equal to 0.53 for D/A =0.5 for

Model 1. For Model 2 and 3, the (SCF)x is 1.12 for D/A=0.1

and decreases as D/A ratio increases . The trend of curve for

Model 2 and Model 3 is almost similar.

SCF)Y decreases with higher values of D/A ratio for all the

materials considered. For boron/ aluminium the (SCF)Y is

almost constant for all D/A ratio .SCF)Y is 3 for all D/A ratio

for Model 1 .It can be seen from the Figure-11 that the SCF)Y is

10.5 for D/A = 0.1 for Model 2 and reduces to 9.0 for D/A =

0.5.By studying the plot for Model 3 it can be deduced that the

value of SCF)Y decreases as D/A ratio increases . SCF)Y is

maximum for Model 3 and it is varying from 14.0 to 12.0 for

all D/A ratios.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 41

Figure-11

SCF)Y Vs D/A for simply supported plate of all models

Plate(B) Woven Epoxy

Model 1

Model 2

Model 3

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 42

Figure-12

SCF)XY Vs D/A for simply supported plate of all models

SCF) XY

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 43

Figure-13

SCF)VON Vs D/A for simply supported plate of all models

SCF)VON is between 0.5 to 2.0 for D/A=0.1 for all materials , as

we analyze the curves.SCF)VON is 2 , which is maximum for e-

glass/ epoxy and increases for Model 2 and Model 3. For Model

3 SCF)VON increases from 3.5 to 5.5.for all the material

considered SCF)VON is minimum for Model 1 , increases for

Model 2 and is maximum for Model 3.Curves are not following

any particular trend, as the trend is different for all the models.

SCF) VON

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 44

Figure-14

UZ/UZS VS D/A for simply supported plate of all models

Deformation in plate in Z direction in solid plate and

deformation in modified model are compared. The curves are

plotted between ratio of these deflection and D/A ratio for all

the models.

For isotropic material UZ/UZS increases from 7.0 to 11 from

D/A=0.1 to 0.3 then decreases to 9.7 for D/A =0.5. UZ/UZS is

almost constant for boron/epoxy.

For boron/aluminium, boron/epoxy and woven/epoxy this ratio

increases as auxiliary holes are introduced. This shows that by

introducing auxiliary holes in a fixed plate of these materials the

deformation increases as compared to the solid plate of same

material and under same loading conditions for all D/A ratios.

Research Journal of Engineering Sciences______________________________________________________E-ISSN 2278 – 9472

Vol. 5(7), 33-45, July (2016) Res. J. Engineering Sci.

International Science Community Association 45

Conclusion

SCF)Y is almost constant for all the cases. By introducing

auxiliary holes in a fixed plate of these materials the

deformation increases as compared to the solid plate of same

material and under same loading conditions for all D/A ratios.

It has been observed that there is no reduction in any SCF by

providing auxiliary holes along with the main hole.

Results obtained of SCF for σx, σy, σxy, σeqv and Uz in simply

supported case for all materials is symmetric .Higher Ex/Ey and

Ex/Gxy ratios increases the values of SCF for σx, σy, σxy, σeqv and

Uz of e-glass/epoxy and boron/epoxy and have the highest

values compared to woven glass/epoxy & boron/alumunium.

SCF for σx is maximum on the hole boundary along the width

with its direction on the lower face of the plate.σY is maximum

towards x direction. σxY and σeqv are observed to be maximum

at extreme edge corners of the plate in diagonal direction.Uz is

maximum at extreme edge on all sides of the plate covering the

complete edge thickness.

D/A ratio play a vital role in SCF for σx, σy, σxy, σeqv and Uz

showing ample variation in all D/A ratios.Introduction of

auxiliary holes around main hole increases SCF for σx, σy, σxy,

σeqv and deflection Uz for all the cases undertaken.

SCF)X decreases with increase in D/A ratio for all the

materials.SCF)Y is very high as compared to SCF for all the

other stresses in all the cases cosidered. SCF)Y values are

showing very less variation for all the cases.SCF)XY shows

different trend for dissimilar material. The variation in SCF)XY

is very less for all materials.The magnitude of SCF increases to

as we intoduce auxiliary holes.

It can be concluded from the study that for transverse loading

the introduction of auxiliary holes around the main hole is not

the solution for minimization of SCF around the main hole. The

reduction in different stresses has been achieved by introducing

auxiliary holes as the point of maximum stress is not on the

hole. In transverse loading we can extend the work to optimize

the shape of the holes to cavities for reduction in stresses in Y

direction which is important in case of transverse loading.

Acknowledgment

The author acknowledges the institute authorities for supporting

the present work.

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