Fuzzy logic model for the prediction failure analysis of composite plates under various cure...
Transcript of Fuzzy logic model for the prediction failure analysis of composite plates under various cure...
TECHNICAL PAPER
Fuzzy logic model for the prediction failure analysis of compositeplates under various cure temperatures
Tamer Ozben • Mesut Huseyinoglu •
Nurettin Arslan
Received: 20 October 2011 / Accepted: 23 January 2013 / Published online: 23 September 2013
� The Brazilian Society of Mechanical Sciences and Engineering 2013
Abstract In this study, stress values were examined in
pin/bolt connected composite plates which were applied
preload and non-preload moment. Composite plates were
produced with different curing cycles and geometric
dimensions. Failure analysis of composite plates was car-
ried out by applying different preload moments. The results
obtained from experimental study were processed using
fuzzy model. The results of experiments and fuzzy model
were presented as a comparative. As a result of the com-
parison, it can be said that the initial stress values of failure
were approximately determined using fuzzy model.
Keywords Fuzzy systems � Matrix composite �Failure � Curing
1 Introduction
Composites produced using different curing temperatures
and periods have different failure behaviors. Prediction of
failure behavior is very important to understand what kind of
failure will occur. Various numerical modeling techniques
are used to predict failure, but the numerical model applied
must be compatible with the experimental results. Many
studies regarding this subject have been performed and
published. Oh et al. [1] investigated the effects of fiber ori-
entation, layer orientation, fiber volume ratio, washer outer
diameter and linking pressure on the bearing damage bolted
connections of the glass–epoxy and carbon-epoxy hybrid
composite plates. Iarve [2] presented analytical solution
using spline approach and the Lagrangian multiplier method
for the three-dimensional contact problem describing the
interaction between a circular hole on the composite plate
having [-45�/90�/45�/0�]s layer orientation with titanium
pin. Persson et al. [3] used finite element method to deter-
mine three dimensional stress fields for the pin connected
composite plates and verified with experimental results.
They used acoustic emission technique to determine initial
failure load of the samples. Xu et al. [4] investigated stress
distribution of multi-linked composite plates using finite
element method based on classical plate theory. They
showed that the stress distribution around holes depends on
fiber orientation of composite plate and geometry of the
connection. Yan et al. [5] presented an experimental study
that investigates the effect of fiber orientation, geometry of
connection, size of washer, washer force and friction on
tensile damage of graphite-epoxy composite. Lie et al. [6]
developed finite element model for the connection strength,
failure loads and behaviors. They showed that the proposed
model is compatible with the experimental results. Karakuzu
et al. [7] showed that damage by tensile strength of com-
posite samples, links, and identified forms of damage in
plates and composite connection behavior are affected by the
geometrical parameters. Aktas and Dirikolu [8] investigated
experimental and numerical analysis of connection strength
of pin connected carbon-epoxy composite plates having [0�/
45�/-45�/90�]s and [90�/45�/-45�/0�]s layer orientation.
Technical Editor: Lavinia Borges.
T. Ozben (&) � M. Huseyinoglu
Mechanical Engineering Department, Dicle University,
21280 Diyarbakir, Turkey
e-mail: [email protected]
M. Huseyinoglu
e-mail: [email protected]
N. Arslan
Mechanical Engineering Department, Balikesir University,
10100 Balikesir, Turkey
e-mail: [email protected]
123
J Braz. Soc. Mech. Sci. Eng. (2014) 36:443–448
DOI 10.1007/s40430-013-0096-9
They estimated the damage of composite samples using
ANSYS package software for the numerical analysis and
reported that numerical results are close to experimental
results. Kelly [9] estimated stress distribution around the
hole, behavior of the connection and connection load transfer
with the ABAQUS finite element package software. Ana-
lysis of the mechanical strength of engineering structures
using fuzzy logic method began in the 1980s [10]. Uy-
gunoglu and Unal [11] suggested that the internal structure of
complex materials such as fly ash is to develop a model for
the calculation of strength, and proposed that fuzzy logic
model will save time, reduce wastage of material and reduce
the design cost. Fuzzy logic and artificial neural networks are
used in high-performance engineering applications and
determining the damages of the connection elements [12–
14]. Modeling the behavior of materials, control of the pro-
duction process and optimization are accomplished by fuzzy
logic model [15–18].
Numerical modeling is very important for the product
quality and development of production in the designing
process. The main objective of this study is to demonstrate
the effectively used fuzzy logic model for the failure
analysis.
2 Production of composite plates and experimental
study
Fiber-reinforced composite plates were manufactured at
the Mechanical Engineering Laboratory of the Balikesir
University Engineering and Architecture Faculty. Com-
posite plates using fiberglass as a reinforcement element
are obtained from Fibroteks Industry and Commerce, and
polyester resin using as a matrix element obtained from
Camelyaf Incorporated Company. Cobalt accelerator (1 %)
is used in the preparation of the matrix material. Hardener
MEK-peroxide (Methyl Ethyl Ketone peroxide), Poliya
Polivaks using rub on the mold and Poliya Polivaks EKO
PVA liquid mold release materials are provided from
Poliya Polyester and Auxiliaries. The mechanical proper-
ties of glass fiber-epoxy laminated composite material were
determined with the computer-controlled Instron 1114
tensile device and indicator at Mechanical Testing and
Research Laboratory of Dokuz Eylul University. The
mechanical properties of composite materials produced in
two different curing cycles are given in Table 1.
In addition, curing temperatures and geometrical
parameters of glass fiber-epoxy composite samples are
given in Table 2.
Laminated rectangular plates of glass fiber-epoxy com-
posite were produced under constant pressure 0.3 MPa and
Fig. 1 Geometry of pin-connected laminated composite plates
Table 1 Mechanical properties of composite materials
Material properties 90 �C 120 �C
Fiber volume fraction Vf % 57 55
Elasticity modulus of fiber direction E1 MPa 41,173 42,952
Elasticity modulus of transverse fiber direction E2 MPa 10,654 10,470
Shear modulus G12 MPa 6,785 6,882
Poisson rate m12 – 0.218 0.248
Tensile strength of fiber direction Xc MPa 760 763
Tensile strength of transverse fiber direction Yc MPa 110 108
Compressive strength of fiber direction Xb MPa 842 786
Compressive strength of transverse fiber direction Yb MPa 154 145
Shear strength S MPa 94 92
Table 2 Curing temperatures and geometrical parameters of the
glass fiber-epoxy composite samples
Curing temperature and time 90 �C/1.5 h 120 �C/1.5 h
Layer orientation [0�/90�]S [0�/90�]S
Thickness (mm) 1.00 1.00
The hole diameter, D (mm) 5.00 5.00
E/D 1, 3, 5 1, 3, 5
W/D 2, 3, 4, 5 2, 3, 4, 5
444 J Braz. Soc. Mech. Sci. Eng. (2014) 36:443–448
123
two different curing cycles (90 �C–1.5 h, 120 �C–1.5 h).
Composite plates are symmetric with respect to mid-plane.
Figure 1 shows the geometry of the composite plate. Mold
plates are removed and cooled at room temperature after
curing. Hole diameter D = 5 mm, length L = 90 mm and
thickness t = 1 mm are kept constant, only the edge dis-
tance and width dimensions are varied.
Figures 2 and 3 show that the maximum failure loads of
the 90 and 120 �C curing temperatures for the (a) M = 0 Nm
and (b) M = 3 Nm preload moments of the pin connected
composite plates. As can be seen from the figures, lowest
maximum failure loads are obtained at W/D = 2 and highest
failure loads are obtained at W/D = 5. Therefore, maximum
failure loads increase with increasing (W/D) ratio. In addi-
tion, increasing preload moments increases maximum failure
loads. In this study, maximum failure load is obtained at
90 �C curing temperature, (E/D) = 5, (W/D) = 5 and 3 Nm
preload moment.
3 Prediction of the maximum failure loads using fuzzy
logic
People are different from computers because they have the
ability to think and process the information to decide if it
includes quite or inadequate, incomplete and uncertainty.
In general, various ways such as complexity and uncer-
tainty are not full and accurate sources of information are
called fuzzy resources [19].
Fuzzy logic is an artificial intelligence method that some or
all of input and output parameters are defined by fuzzy
membership functions. Fuzzy sets, logic, and system con-
cepts were proposed in 1965 by Lotfi Zadeh [20]. This idea is
emerged from efforts of many years in the field of control,
non-linear equations, complexity of the method and difficulty
of solution. In 1974, Mamdani [21] provided to connect from
fuzzy input sets to fuzzy output sets with a rule base using
Fig. 2 Maximum failure loads according to (W/D) and (E/D) for
90 �C curing temperatureFig. 3 Maximum failure loads according to (W/D) and (E/D) for
120 �C curing temperature
J Braz. Soc. Mech. Sci. Eng. (2014) 36:443–448 445
123
Zadeh theories. Mamdani firstly used the inference method
for the operation of a steam engine and boiler.
In this study, a fuzzy model is developed using data
from the experiments. MATLAB fuzzy logic toolbox is
used to develop the model. Generated fuzzy model is given
in Fig. 4. Four input parameters (W/D, E/D, Preload
moments, Curing temperatures) are provided to the fuzzy
model and one output parameter (Maximum Failure Loads)
is taken from the model. Considering the input parameters,
W/D has four membership functions and others have three
membership functions. Double-sided sigmoid function is
used for membership functions of all of the input param-
eters. In addition, triangular-shaped function is used for
output membership functions.
These membership functions are defined based on the
experimental data. Mamdani rule table is used to define the
relationship between input and output parameters. The
rules of the fuzzy model are formed for predicting maxi-
mum failure loads and are based on experimental data.
The relationship of conformity between fuzzy logic
model and experimental results of maximum failure loads
for all composite samples is given Fig. 5. It can be said that
experimental results are close to results obtained from the
fuzzy logic when the figure is examined.
Relative errors obtained from experimental results and
fuzzy logic results are given Tables 3 and 4. Results of
prediction obtained from fuzzy logic model for maximum
failure loads are close to experimental results.
Fig. 4 Fuzzy logic model
0 500 1000 1500 2000 2500 3000 35000
500
1000
1500
2000
2500
3000
3500
Experimental
Fuz
zy L
ogic
Fig. 5 Fuzzy logic and experimental results of maximum failure
loads
Table 3 Maximum failure loads of composite samples for 90 �C curing temperature
W/D E/D Maximum failure loads (N)
Preload moments
0 Nm 3 Nm
Experimental Fuzzy logic Relative error (%) Experimental Fuzzy logic Relative error (%)
2 1 654 621 5 1,847 1,836 0.6
3 864 892 3.2 2,105 2,100 0.2
5 870 847 2.6 2,165 2,193 1.3
3 1 651 680 4.4 1,964 1,932 1.6
3 932 904 3 2,480 2,512 1.3
5 949 928 2.2 3,113 3,135 0.7
4 1 488 503 3.07 1,985 2,000 0.8
3 959 922 3.9 2,660 2,654 0.2
5 903 900 0.3 2,828 2,807 0.8
5 1 533 511 4.1 1,798 1,805 0.4
3 769 790 2.7 2,460 2,506 1.9
5 900 892 0.9 3,265 3,224 1.3
Average error 3 0.9
446 J Braz. Soc. Mech. Sci. Eng. (2014) 36:443–448
123
Relative errors for fuzzy logic model are ranged from
0.2 to 7.9 %. Average errors for curing temperature 90 �C
and 1.5 h for 0 and 3 Nm preload moments are 3 and
0.9 %. In addition, average errors are 4.6 and 1.2 % for
composite samples of curing temperature 120 �C, 1.5 h and
0 and 3 Nm preload moments.
4 Conclusions
In this study is presented an application of Fuzzy Logic for
the failure analysis of Fiber-reinforced composite plates.
Results of the study are given below.
Strength of composite plates is increasing resistance to
the implementation of the preload moments. The ratios of
composite plate width to the hole diameter (W/D) and edge
distance to hole diameter (E/D) reaches high values with
increasing strength. The unidirectional reinforced glass
fiber epoxy composite plate which is produced at high
temperature (120 �C) gives higher strength value than glass
fiber epoxy plate manufactured at lower temperature.
Fuzzy logic was used to determine the maximum failure
loads attained by various geometrical parameters and cur-
ing temperatures. Mamdani rule tables developed using
Fuzzy logic are reasonable, accurate and can be used for
prediction within the limits of the factors investigated.
As a result, this study showed that it is possible to use
fuzzy logic systems for failure analysis in the mechanical
applications. This study is taken further for optimum pro-
duction conditions and thereby optimum process
parameters can be determined using Genetic Algorithm
(GA), Taguchi, Ant Colony etc. optimization techniques.
References
1. Oh JH, Kim YG, Lee DG (1997) Optimum bolted joints for
hybrid composite materials. Compos Struct 38:329–341
2. Iarve E (1997) Three-dimensional stress analysis in laminated
composites with fasteners based on the B-spline approximation.
Compos A Appl Sci Manuf 28:559–571
3. Persson E, Madenci E, Eriksson I (1998) Delamination initiation
of laminates with pin-loaded holes. Theor Appl Fract Mech
30:87–101
4. Xu XW, Yue TM, Man HC (1999) Stress analysis of composite
laminate with multiple loaded holes. Inter J Solid Struct
36:919–931
5. Yan Y, Wen WD, Chang FK, Shyprykevich P (1999) Experi-
mental study on clamping effects on the tensile strength of
composite plates with a bolt-filled hole. Compos A Appl Sci
Manuf 30:1215–1229
6. Lie ST, Yu G, Zhao Z (2000) Analysis of mechanically fastened
composite joints by boundary element methods. Compos B Eng
31:693–705
7. Karakuzu R, Atas C, Akbulut H (2001) Elastic–plastic behavior
of woven steel-fiber reinforced thermoplastic laminated plates
under in-plane loading. Compos Sci Technol 61:1475–1483
8. Aktas A, Dirikolu MH (2003) The effect of stacking sequence of
carbon epoxy composite laminates on pinned-joint strength.
Compos Struct 62:107–111
9. Kelly G (2006) Quasi-static strength and fatigue life of hybrid
(bonded/bolted) composite single-lap joints. Compos Struct
72:119–129
10. Adeli H, Yeh C (1989) Perception learning in engineering design.
Microcomp Civi Eng 4:247–256
Table 4 Maximum failure loads of composite samples for 120 �C curing temperature
W/D E/D Maximum failure loads (N)
Preload moments
0 Nm 3 Nm
Experimental Fuzzy logic Relative error (%) Experimental Fuzzy logic Relative error (%)
2 1 560 604 7.9 1,972 2,000 1.4
3 798 756 5.3 2,578 2,521 2.2
5 916 958 4.6 2,986 3,000 0.5
3 1 638 681 6.7 1,869 1,834 1.9
3 765 742 3 1,767 1,745 1.2
5 762 754 1 2,745 2,726 0.7
4 1 729 680 6.7 1,974 2,000 1.3
3 844 892 5.7 2,954 2,982 0.9
5 909 934 2.8 3,189 3,214 0.8
5 1 595 621 4.4 1,962 1,941 1.1
3 838 812 3.1 2,739 2,758 0.7
5 962 927 3.6 2,579 2,524 2.1
Average error 4.6 1.2
J Braz. Soc. Mech. Sci. Eng. (2014) 36:443–448 447
123
11. Uygunoglu T, Unal O (2006) A new approach to determination of
compressive strength of fly ash concrete using fuzzy logic. J Sci
Ind Res 65:894–899
12. Feng MQ, Bahng EY (1999) Damage assessment of jacketed RC
columns using vibration tests. J Struct Eng 125:265–271
13. Chen SS, Shah K (1992) Neural networks in dynamic analysis of
bridges. In: Proceedings 8th conference computing in civil
engineering. New York: ASCE, pp 1058–1065
14. Feng MQ, Kim JM (1998) Identification of a dynamic system
using ambient vibration measurements. J Appl Mech
65:1010–1023
15. Adeli H, Park HS (1995) A neural dynamics model for structural
optimization-application to plastic design of structures. Comput
Struct 57:383–390
16. Oh JW, Lee IW, Kim JT, Lee GW (1999) Application of neural
networks for proportioning of concrete mixes. J ACI Mater
96:61–67
17. Sanad A, Saka MP (2001) Prediction of ultimate shear strength of
reinforced concrete deep beams using neural networks. J Struct
Eng 127:818–828
18. Chen HM, Tsai KH, Qi GZ, Yang CS, Amini F (1995) Neural
network for structure control. J Comput Civ Eng 9:168–176
19. Sen Z (2009) Bulanık Mantık Ilkeleri ve Modelleme. Su VakfıYayınları, Istanbul 361
20. Zadeh LA (1965) Fuzzy sets. Inf Control 8:338–353
21. Mamdani EH (1974) Application of fuzzy algorithms for simple
dynamic plant. Proceedings of IEE. 121:1585–1588
448 J Braz. Soc. Mech. Sci. Eng. (2014) 36:443–448
123