Numerical investigation on the position of holes for reducing stress concentration in composite plates with bolted and riveted joints

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THEORETICAL & APPLIED MECHANICS LETTERS 1, 041005 (2011) Numerical investigation on the position of holes for reducing stress concentration in composite plates with bolted and riveted joints M. R. Khoshravan, M. Samaei, and A. Paykani a) Department of Mechanical Engineering, University of Tabriz, Tabriz 51666-16471, Iran (Received 06 May 2011; accepted 30 May 2011; published online 10 July 2011) Abstract This paper studies the effects of fiber orientaion and holes position on stress concentration and the determination of weakened areas in the composite of glass fiber reinforced epoxy resin around the hole for joints by using the finite element method. In this study, for the observation of areas affected by stress concentration Tsai-Wu failure criterion is used to determine the failed elements and ANSYS Software is implemented for modeling. In order to compare the effect of geometric parameters on stress concentration around the holes, two types of hole position arrangement along with fibers orientation have been studied. Results show that the stress concentration coefficient is lower in the second type of holes arrangement in comparison with the first type for the same component dimensions. Increasing the distance from hole center to upper or lower edge of the sample and also decreasing the distance between holes, would result in an increase in the stress concentration. c 2011 The Chinese Society of Theoretical and Applied Mechanics. [doi:10.1063/2.1104105] Keywords stress concentration, perforated plates, bolted and riveted joints, finite element method Nowadays, composite materials are used in large quantity in various engineering structures including spacecrafts, airplanes, automobiles, boats, sports equipments, bridges and buildings. Widespread use of composite materials in industry can be attributed to the good characteristics of its ratios of strength to density and hardness to density. The possibility of further improving these characteristics by using the latest technology and various manufacturing methods has broadened its application range. Application of composite materials began generally in aerospace industry in 1970s, but nowadays after only three decades, it has extended to most industries. 1 Manufacturing different composite structures requires generally the use of joints and bolting for the components. Drilling bolts and rivets will cause stress concentration in all mechanical joints. Particularly in composite materials, such holes result in extreme reduction of failure strength in comparison with no-hole cases. Toubal et al. 2 implemented a non-contact measurement method, namely electronic speckle pattern interferometer (ESPI), with an accuracy of a micron. They measured displacements, strain and calculated stress concentration on the composite plate with a defect like a hole. The results of laboratory work showed an acceptable accuracy compared to the results of finite element method. Wu et al. 3 studied the coefficient of stress concentration in isotropic plate, orthotropic and perforated cylinder with a hole on its body using finite element method and compared the results with experimental data. Karakuzu et al. 4 investigated the failure of woven layer composite with holes under applied forces, in which he considered a hole in the first case and two holes of distance d from each other in the second case. Nuismer and Whitney 5 studied and developed two thea) Corresponding author. Email: a.paykani@gmail.com. ories to predict stresses in circular holes and straight cracks which are called the theory of point stress and the theory of average stress. Kaltakci et al. 6 analyzed the fiber reinforced, symmetrically laminated composite plates containing circular holes. Temiz et al. 7 conducted stress analysis of isotropic and orthotropic lamina, both with a hole and without a hole. In this study, the effects of hole position and fibers orientation on stress concentration and the determination of weakened areas in the composite of glass fiber reinforced epoxy resin (GFRP) around the holes for bolted and riveted joints have been studied using the finite element method. For observing all areas affected by stress concentration and for determining failed elements, Tsai-Wu failure criterion is used. For modeling, ANSYS software is used, the linear element Shell99 is compared to Plane 82, Solid46 elements and the radial boundary condition are studied for pin modeling in comparison with other constraints including placing contact element and axial constraint. The studied material is the composite of GFRP with V f = 60% and the thickness of each layer is equal to 0.13 mm. Its properties are given in Table 1. 8 Although stress concentration coefficients are mostly obtained using specific experimental methods, the finite element method is also used for this purpose. The fact that the elements are really small, avoid getting the real value of the maximum stress. Experimental methods are usually conducted using photography from transparent elastic material (photo-elasticity), brittle materials and methods of electronic strain metering. For composite materials, the common methods do not provide an acceptable answer due to the layers orientation, but recently the non-contact measurement method known as electronic point interferometry has often been used for these materials. After determining the geometric dimensions, type

041005-2 M. R. Khoshravan, M. Samaei, and A. Paykani Theor. Appl. Mech. Lett. 1, 041005 (2011) Table 1. Mechanical properties of composite for different arrangements. [90 3 / 45 3 /0 3 ]S ± 22.63 22.62 22.62 8.63 214 61 214 61 8.63 0.31 [90 2 / ± 45 2 /0 4 ]S 27.11 20.85 12.02 7.8 280 85 204 64 60 0.31 of elements, material properties, real constants and model meshing, the problem solving strategy will be implemented with the software. The studied sample is Glass/Epoxy composite with Vf = 60% including 20 layers. Owing to the multiplicity of geometric parameters, it is better to assume that the distance K from upper or lower edge to the hole center is constant, and then the two variables of E & M are studied and the stresses obtained from the following analysis are used to get the coefficient of stress concentration. The M/D values are selected as 2 5 and 1 5 values are chosen for E/D. Two types of hole position arrangement are assumed, one perpendicular to the force direction, and the other parallel to it as shown in Fig. 1. The percentages of fiber orientation are set as the following three conditions: (a) [90 / ± 45 /0 7 ]S, (b) [90 2 / ± 45 2 /0 4 ]S, and (c) [90 3 / ± 45 3 /0 3 ]S. [90 / ± 45 /0 7 ]S 36.06 16.65 12.02 6.15 346 112 167 49 47 0.3 Mechanical properties/mpa Ex Ey Ez Gxy σxc,max σxt,max σyc,max σyt,max τxy,max υxy Fig. 2. Schematic diagram of the model and geometric parameters for the first type. put results. Since the stress gradient in the area around the holes is higher than that in other areas of the sample, thus, the elements in the cracked area should be finer than elements in other areas. Since the number of layers and thickness of each layer are 20 and 0.13 mm, respectively, due to the low thickness, we are encountered with a Plane Stress problem, i.e. there is no significant stress in the thickness direction. Therefore, a twodimensional model is good enough. The mesh around the holes is finer than that in other areas. Figure 3 shows a sample mesh used in the present analysis. Fig. 1. The position of used holes for bolts and predicted loads. The hole diameter is constant and equals 5 mm, L = 85 mm and the other geometric parameters are as follows (Fig. 2): (1) E/D: Ratio of the distance from the component s edge to the center of holes to the diameter, which varies between 1 and 5. (2) M/D: Ratio of the distance between two hole centers to the diameter, which varies between 2 and 5. (3) K/D: Ratio of the distance from the hole center to top or bottom of the component to the diameter which is varied between 2 and 4. The optimum mesh model should first establish continuity in the results of the elements, secondly, by refining the mesh, there will not occur severe changes in out- Fig. 3. The symmetric shape and elements around the hole. Owing to the symmetry of the problem, for the first type, or the second type of holes arrangement, the modeling is performed in the symmetric mode, where the number of equations, the computation efforts and the error are all reduced. The type of constraints for modeling of bolts, nuts and riveted joints is important in the

041005-3 Numerical investigation on the position of holes Theor. Appl. Mech. Lett. 1, 041005 (2011) next step. Different cases are investigated to achieve the best result. Most of researchers have used the radial boundary condition for pin modeling. Some of them used the contact element for pin or bolt modeling, but, according to the number of models of this study, the use of this element will not be effective. But for the sake of guarantee, this type of element is also investigated. Finally, the results obtained from the radial boundary conditions and contact element are more acceptable in comparison with other approaches. Considering the volume of models, the radial boundary condition is used for pin modeling (Fig. 4). Tensile force is placed on the other side of the plate for tension modeling. The value of applied force depends on the layer thickness, the arrangement of layers and the maximum tolerable stress in the X direction. For the evaluation of model elements failure, especially the elements around the holes under bearing pressure arising from bolts or rivets, how to select failure criterion is essential, in which the maximum tensile and compressive stresses tolerated by the composite are given to the software. The Tsai-Wu failure criterion is used for composite materials. Two selection methods for calculating this criterion is available as expressed by the following equations: 9 (1) strength index ζ = A + B, (2) inverse strength ratio ( ζ = B ) 2 B 2A + + 1.0, (1) 2A A where ζ is the failure number of Tsai-Wu. A = σ 2 yz σ f 2 yz σ2 x σ f xtσ f xc σxz 2 + σ f 2 xz σ2 y σ f ytσ f yc C yz σ y σ z + σytσ f ycσ f ztσ f zc f σ2 z σ f ztσ f zc C xy σ x σ y σxtσ f xcσ f ytσ f yc f + + σ2 xy + σ f 2 xy C xz σ z σ z σxtσ f xcσ f ztσ f zc f. (2) The stress with superscript f stands for failure stress. ( ) ( ) 1 B = σ f + 1 1 xt σxc f σ x + σ f + 1 yt σyc f σ y + ( ) 1 + 1 σzc f σ z. (3) σ f zt The C xz, C yz, C xy are the coupling coefficients which are set to the default value of 1. The position used to start the analyses is the first type of holes arrangement. For this purpose, modeling of the plate should be initially done. The parameters considered for this case are dimensionless parameters M/D which varies between 2 and 5 and D which is considered to take a constant value of 5 mm for all cases. First, the best case for achieving minimum stress concentration for different values of M/D, and E/D is determined and then for this optimized sample, the effect of parameter K/D will also be considered so as to obtain the most appropriate case with minimum stress concentration. For starting, the orientation type is selected as follows: 70% fiber orienting with angle of 0, 10% with angle of 90, 10% with angle of 45, and 10% with angle of 45. Figure 5 depicts the stress concentration values for different M/D and E/D. The minimum amount of stress concentration is obtained for M/D = 4 and E/D = 5. By increasing the value of M, i.e. the distance of holes from each other, the stress concentration values are decreased due to the non-interference of the axial and shear stresses between the layers. Upon passing through the symmetry condition which occurs at M/D = 4, the stress concentration increases again. So, the best condition is to set holes with M/D = 4. Now, the distance from the hole centers to the lateral edge of the component is varied to study its effect. It is evident from Fig. 5 that by increasing this distance, the value of stress concentration is reduced from 10 to 7.5 in the worst case and reaches 7 in the best case. Thus, to avoid high stress, the component should not be located around the edge. In this part, the dimensionless parameter K/D (K which is the distance from holes center to the top edge of the component) is studied. Thus, samples with M/D = 4 and E/D = 5 are selected for analysis and the K/D values are chosen between 2 and 4. Figure 6 shows the effect of K/D on the component. It is obvious from Fig.6 that by increasing the distance from hole center to the upper or lower edge, the stress concentration will also increase until reaching its worst value, i.e. 9.2. Therefore, for the optimum case, the value of this parameter is considered as 2. Increasing the distance from hole center to the upper or lower edge causes accumulation of all stresses in a relatively small area around the holes so that this will increase the value of stress concentration. It is clear that by decreasing the value of K/D and with the area becoming larger, the stress concentration will decrease. In the previous section, the effect of geometric parameters for 70% fibers orienting towards zero degrees was studied. The effect of neighboring layer arrangement on stress concentration caused a significant reduction in stress concentration in this case as shown in Fig. 7. Similar to the previous case, in this case by increasing the value of M/D to 3 the stress concentration decreases. The lowest value is observed at M/D = 5. Because the existing fibers orienting towards zero degrees are less than 70% fiber, the reduction in stress concentration is expected. To model an assumed isotropic composite plate, the type of fiber orientation are used of which the amount of fibers orienting in all four directions are equal. The effects of geometric parameters are presented in Fig. 8

041005-4 M. R. Khoshravan, M. Samaei, and A. Paykani Theor. Appl. Mech. Lett. 1, 041005 (2011) for this case. Investigating the effect of different arrangements with different geometric values on stress concentration would be helpful. Figure 9 shows the effect of these arrangements for E/D = 2. As shown in Figs. 10 12, by decreasing the percentage of fibers orienting towards zero degrees, the stress concentration decreased to reach its lowest value for the corresponding arrangement. Fig. 7. Effect of geometric parameters on stress concentration for [90 2/ ± 45 2/0 4] S. Fig. 4. The radial boundary condition around the hole. Fig. 8. Effect of geometrical parameters on stress concentration for [90 3/ ± 45 3/0 3] S. Fig. 5. Stress concentration for 70% fibers with angle of 0. sults for different M/D and K/D values. In this case, by increasing the value of M/D from 2 to 3, the stress concentration decreases and reaches its lowest value. But, by increasing it to higher values, the stress concentration recovers again its ascending trend. Also, by reducing K/D, the stress concentration decreases. Comparison between the first and the second types of holes arrangement leads us to the conclusion that in the second type of holes arrangement the value of stress concentration decreases which can also be deduced from Ref. 8. The lowest value of stress concentration is obtained as 4.6, which shows that the reduction in the second type Fig. 6. Effect of dimensionless parameter K/D on stress concentration for the first type of holes arrangement. After obtaining proper geometric parameters for the first type of holes arrangement, we arrive at the conclusion that increasing E/D values results in a descending trend for the stress concentration. So, by using this assumption and setting the default value of E/D = 5, the second type of hole arrangement and the effect of geometric parameters are studied. Figure 13 depicts the re- Fig. 9. Effect of fiber percentage on stress concentration for E/D = 2.

041005-5 Numerical investigation on the position of holes Theor. Appl. Mech. Lett. 1, 041005 (2011) Fig. 10. Effect of fiber percentage on stress concentration for E/D = 3. Fig. 13. The variation of stress concentration for the second type of holes arrangement. Fig. 11. Effect of fiber percentage on stress concentration for E/D = 4. Fig. 14. The numeral values of stress around the holes in the case of 100% fibers towards 0 for the first type of hole arrangement. of holes arrangement is considerable. Therefore, selection of this type of holes arrangement is reasonable for reducing or avoiding the occurrence of stress concentration. For observing all areas affected by stress concentration and for determining failed elements, Tsai-Wu failure criterion is used. The weakened areas along with von-mises stress values, stress intensity and the created stress in response to the loading for both the first and second types of holes arrangement are determined. Three different cases of fibers orientation have been chosen as follows, corresponding to the severe isentropic, moderate isentropic and weak isentropic cases. First, 100% of fiber orienting with the angle of 0, then, 100% of fiber towards ±45 and finally, 100% with the angle of 90. This trend is also evaluated for the second type of holes arrangement. Results show that the Fig. 12. Effect of fiber percentage on stress concentration for E/D = 5. Fig. 15. The numeral values of stress around the holes in the case of 100% fibers towards 0 for the second type of holes arrangement.

041005-6 M. R. Khoshravan, M. Samaei, and A. Paykani Fig. 16. The weakened area in the case of 100% fiber towards 0 for the second type of holes arrangement. Fig. 17. The weakened area in the case of 100% fiber towards ±45 for the second type of holes arrangement. second type of holes arrangement generates less stress concentration. The sample results of case studies for the first and second types of holes arrangement are shown in Figs. 14 and 15, respectively. Figures 16 18 depict the stress intensity contour around the hole for the three cases mentioned above. It is clear from these figures that the elements exhibit the highest stress in the areas indicated by arrows regarding fibers percentage in different directions, i.e. the fibers located in these areas experience maximum stresses, and thus the possibility of yielding is higher in these areas. In this study, the effects of hole position, fibers orientation on stress concentration and the determination of weakened areas in the GFRP composite around the holes for bolted and riveted joints have been studied using the finite element method. By increasing the percentage of fibers orienting in the loading direction, the Theor. Appl. Mech. Lett. 1, 041005 (2011) Fig. 18. The weakened area in the case of 100% fiber towards 90 for the second type of holes arrangement. stress concentration increases in this direction, which will enhance the fracture strength. In general, the stress concentration coefficient is lower in the second type of holes arrangement in comparison with the first type for the same component dimensions which is in accord with the results of previous researches. For the second type of holes arrangement, the lowest value of stress concentration occurs at M/D = 3 and by increasing this amount, the stress concentration will also increase because of the larger distance of holes from each other and tolerance of a large part of load by a hole. By increasing the amount of E/D, the stress concentration reduces along the loading direction. Increasing the distance from the hole center to the upper or lower edge of the sample and also decreasing the distance between holes, would result in an increase in the stress concentration. 1. M. R. Khoshravan, A. Paykani, and A. Akbarzadeh, IJEST 3, 2543 (2011). 2. L. Toubal, M. Karama, and B. Lorrain, Compos Struct 68, 31 (2005). 3. W. Hwai-Chung, and M. Bin, Compos. Struct. Part B 34, 127 (2003). 4. R. Karakuzu, T. Gulem, I. Murat, and B. Ten, Compos Struct 72, 27 (2006). 5. R. J. Nuismer, and J. M. Whitney, Fracture Mech Compos ASTM STP 593, 117 (1975). 6. M. Y. Kaltakci, and H. M. Arsalan, Iranian Journal of Science and Technology, Transaction B: Engineering 30, 447 (2006). 7. S. Temiz, A. Ozel, and M. D. Aydin, Applied Composite Materials 10, 103 (2003). 8. D. Gay, S. V. Hoa, and S. W. Tsai, Composite Materials Design and Applications (CRC Press, Boca Raton, 2003). 9. H. R. Jahed-Motlagh. Finite Element Using ANSYS. (University of Tehran Press, Tehran, 2006).