Bending of symmetric crossply multilayered plates in hygrothermal environments
Ashraf M. Zenkour^{1} , Rabab A. Alghanmi^{2}
^{1}Department of Mathematics, Faculty of Science, King Abdulaziz University, P.O. Box 80203, Jeddah 21589, Saudi Arabia
^{1}Department of Mathematics, Faculty of Science, Kafrelsheikh University, Kafrelsheikh 33516, Egypt
^{2}Department of Mathematics, College of Science and Art, King Abdulaziz University, Rabigh 21911, Saudi Arabia
^{1}Corresponding author
Mathematical Models in Engineering, Vol. 2, Issue 2, 2016, p. 94107.
https://doi.org/10.21595/mme.2016.17405
Received 14 July 2016; accepted 18 July 2016; published 31 December 2016
The bending analysis of symmetric crossply laminated plates in a hygrothermal environment is presented. The sinusoidal shear deformation plate theory is used for this purpose. It enables the trial and testing of different throughthethickness transverse sheardeformation distributions and, among them, strain distributions that do not involve the undesirable implications of the transverse shear correction factors. The governing differential equations for the bending of laminated plates are obtained using various plate theories. Displacement functions that identically satisfy boundary conditions are used to reduce the governing equations to a set of coupled ordinary differential equations with variable coefficients. Numerical results for deflection and stresses are presented. The effect of different types of sinusoidal hygrothermal/thermal loadings is investigated. The influence various parameters such as material anisotropy, aspect ratio, sidetothickness ratio, thermal expansion coefficients ratio and stacking sequence on the hygrothermally induced response is also investigated. A concluding remark is made.
Keywords: hygrothermal/thermal loadings, unified theory, laminated plates.
1. Introduction
The degradation in performance of the structure due to high temperature and moisture concentration has become increasingly more important in many structural applications. The analysis of the rectangular plates subjected to hygrothermal effects has been the subject of research interest of many investigators. Moisture and temperature may be distributed through the volume of the structure and may induce residual stresses and extensional strains. These residual stresses and extensional strains may also affect the gross performance of the structure. In particular, the bending characteristics, buckling loads and vibration frequencies can be modified by the presence of moisture, temperature or both. Therefore, to utilize the full potential of advanced structures, it will be necessary to analyze the effects of moisture and temperature in composite structural components.
Adams and Miller [1], Ishikawa et al. [2] and Strife and Prewo [3] have studied the effect of environment on the material properties of composite materials. They have observed that the environment has significant effect on strength and stiffness of the composites. Therefore, there is a need to understand the behavior of composite structures subjected to hygrothermal conditions. Whitney and Ashton [4] have used the classical laminate plate theory, neglecting the transverse shear deformation, to study the hygrothermal effects on static and dynamic responses of composite laminated plates using the Ritz method. Pipes et al. [5] have presented the distribution of inplane stresses through the thickness of symmetric laminates subjected to moisture absorption and desorption. Sereira et al. [6] have presented a hygrothermal analysis of the hybrid composites under the effect of the cyclic environmental conditions by the finite element method. Yifeng and Yu [7] have constructed a hygrothermal elastic model for analyzing composite laminates under both mechanical and hygrothermal loadings by a variational asymptotic method. Upadhyay et al. [8] have presented an analytical solution of nonlinear flexural response of elastically supported crossply and angleply laminated composite plates under hygrothermal environment.
Many studies, based on classical plate theory, of thin rectangular plates subjected to mechanical or thermal loading or their combinations as well as the hygrothermal effects are available in the literature (Strife and Prewo [3] and Bahrami and Nosier [9]). The classical laminated plate theory and the firstorder shear deformation plate theory are typical deformation theories for the analysis of laminated composite plates. Mahato and Maiti [10] have investigated aeroelastic performances of smart composite plates under aerodynamic loads in hygrothermal environment using firstorder shear deformation theory. The classical theory neglects the shear stresses while the first order theory assumes a constant transverse shear strain across the thickness direction, and a shear correction factor is generally applied to adjust the transverse shear stiffness for the static and stability analyses. However, some investigations showed that the bending and postbuckling responses of rectangular plates are sensitive to the choice of the shear correction factor.
To avoid the use of shear correction factor, various higherorder theories have been proposed to predict the bending response of rectangular plates. Shen [11] has considered the effects of temperature and moisture on the material properties of laminated plates based on Reddy’s higherorder plate theory (Reddy [12]). Patel et al. [13] have studied the static and dynamic response of the thick laminated composite plates under hygrothermal environment based on a higherorder theory. Singh and Verma [14] have investigated the combined effects of temperature and moisture on the buckling of laminated composite plates with random geometric and material properties using higherorder shear deformation theory. Lo et al. [15] have developed a globallocal higher order theory to study the response of laminated plates exposed to hygrothermal environment. Recently, Zenkour [16] has presented a hygrothermal bending analysis for a functionally graded material plate resting on elastic foundations.
2. Formulation of the problem
Consider a fiberreinforced rectangular laminated plate of length $a$, width $b$ and uniform thickness $h$ (see Fig. 1). The plate composed of $n$ orthotropic layers oriented at angles ${\theta}_{1}$, ${\theta}_{2}$, ... ${\theta}_{n}$. The material of each layer is assumed to possess one plane of elastic symmetry parallel to the $x$$y$ plane. Perfect bonding between the orthotropic layers and temperatureindependent mechanical, thermal and moisture properties are assumed. Let the plate be subjected to a transverse static mechanical load $q(x,y)$ and a temperature field $T(x,y,z)$ as well as a moisture concentration $C(x,y,z)$.
The displacement field at a point in the laminated plate, according to the unified sheardeformable plate theory (Zenkour [17]), is expressed as:
where $({u}_{x},{u}_{y},{u}_{z})$ are the displacements along $x$, $y$, and $z$ directions, respectively; $(u,v,w)$ and $({\phi}_{x},{\phi}_{y})$ they denote the displacements and rotations of transverse normals on the plane $z=0$, respectively. The displacement field can be obtained in the case of the classical plate theory (CPT) by setting $\mathrm{\Psi}\left(z\right)=0$. The displacement field for the firstorder shear deformation plate theory (FPT) is obtained by setting $\mathrm{\Psi}\left(z\right)=0$. Whereas in the higherorder shear deformation plate theory (HPT) (see Reddy [18]) we can obtain the displacement field by setting:
Fig. 1. Schematic diagram for the crossply laminated composite plate
Finally, the displacement field for the sinusoidal shear deformation plate theory (SSPT) (Zenkour [17, 19]) can be obtained by setting:
In the FPT, the inplane displacements are expanded up to the first term in the thickness coordinate, and the relations of normals to the midsurface are assumed independent of the transverse deflection. Then the FPT yields a constant value of transverse shearing strain through the thickness of the plate, and thus requires shear correction factors in order to ensure the proper amount of transverse energy. The actual value of shear correction coefficient of the present FPT is 5/6. The forms of the assumed displacement functions for HPT and SSPT are simplified by enforcing tractionfree boundary conditions at the top and bottom surfaces of the plate. No shear correction factors are needed in computing the shear stresses for these theories, because a correct representation of the transverse shearing strain is given.
The strains are related to the displacements given in Eq. (1) by the following relations:
where:
Neglecting ${\sigma}_{z}$ for each layer, the stressstrain relationships, accounting for transverse shear deformation, thermal and moisture effects, in the plate coordinates for the $k$th layer can be expressed as:
where ${c}_{ij}^{\left(k\right)}$ are the transformed elastic coefficients; $\mathrm{\Delta}T=T{T}_{0}$, $\mathrm{\Delta}C=C{C}_{0}$ in which ${T}_{0}$ is the reference temperature and ${C}_{0}$ is the reference moisture concentration; $({\alpha}_{x},{\alpha}_{y},{\alpha}_{xy})$ are the thermal expansion coefficients in the plate coordinates and $({\beta}_{x},{\beta}_{y},{\beta}_{xy})$ are the moisture concentration coefficients in the plate coordinates.
It is to be noted that due to the macroscopic homogeneity of an anisotropic body, any translation in the $x$, $y$ or $z$ coordinate direction inside the body does not alter its elastic characteristics. So, under a general coordinate transformation, an initially orthotropic material becomes generally anisotropic. However, there are three specific coordinates transformations under which an orthotropic material retains monoclinic symmetry, namely, rotations about the axes $x$, $y$ or $z$. For example, if the material is orthotropic with respect to the old coordinate system, it follows under rotation through an angle ${\theta}_{k}$ about the $z$axis that, the transformation formulae for the stiffnesses ${c}_{ij}^{\left(k\right)}$ are of the form (Bogdanovich and Pastore [20]):
where $c=\mathrm{cos}{\theta}_{k}$, $s=\mathrm{sin}{\theta}_{k}$, and ${c}_{ij}$, are the plane stressreduced stiffness of the lamina:
${c}_{44}={G}_{23},{c}_{55}={G}_{13},{c}_{66}={G}_{12},$
in which ${E}_{1}$ and ${E}_{2}$ are Young’s moduli in the $x$ and $y$ material principal directions, respectively; ${\nu}_{12}$ and ${\nu}_{21}$ are Poisson’s ratios; and ${G}_{12}$, ${G}_{23}$ and ${G}_{13}$ are shear moduli in the $x$$y$, $y$$z$ and $x$$z$ plane, respectively.
For both symmetric and antisymmetric crossply laminated plates, thermal expansion coefficient and moisture concentration coefficient vanishes, i.e., ${\alpha}_{xy}=0$ and ${\beta}_{xy}=0$. We introduce the following definitions for stress resultants:
$\left({Q}_{xz},{Q}_{yz}\right)=\sum _{k=1}^{n}\underset{{z}_{k}}{\overset{{z}_{k+1}}{\int}}\left({\tau}_{xz}^{\left(k\right)},{\tau}_{yz}^{\left(k\right)}\right){\mathrm{\Psi}}^{\text{'}}\left(z\right)\mathrm{d}z,$
where $({N}_{x},{N}_{y},{N}_{xy})$ are the stress resultants, $({M}_{x},{M}_{y},{M}_{xy})$ are the stress couples, $({S}_{x},{S}_{y},{S}_{xy})$ are additional stress couples and $({Q}_{xz},{Q}_{yz})$ are the transverse shear stress resultants. Note that, ${z}_{k}$ represents the distance from the midplane to the lower surface of the $k$th layer.
Integrating Eqs. (6) over the thickness, the stress and moment resultants can be related to strains by the following relations:
where the following definitions are used:
${N}^{HT}={\left\{{N}_{x}^{HT},{N}_{y}^{HT},{N}_{xy}^{HT}\right\}}^{t},{N}^{HT}={\left\{{M}_{x}^{HT},{M}_{y}^{HT},{M}_{xy}^{HT}\right\}}^{t},{S}^{HT}={\left\{{S}_{x}^{HT},{S}_{y}^{HT},{S}_{xy}^{HT}\right\}}^{t},$
$\epsilon ={\left\{{\epsilon}_{x}^{0},{\epsilon}_{y}^{0},{\gamma}_{xy}^{0}\right\}}^{t},\kappa ={\left\{{\kappa}_{x},{\kappa}_{y},{\kappa}_{xy}\right\}}^{t},\eta ={\left\{{\eta}_{x},{\eta}_{y},{\eta}_{xy}\right\}}^{t},$
$A=\left[\begin{array}{ccc}{A}_{11}& {A}_{12}& {A}_{16}\\ {A}_{12}& {A}_{22}& {A}_{26}\\ {A}_{16}& {A}_{26}& {A}_{66}\end{array}\right],B=\left[\begin{array}{ccc}{B}_{11}& {B}_{12}& {B}_{16}\\ {B}_{12}& {B}_{22}& {B}_{26}\\ {B}_{16}& {B}_{26}& {B}_{66}\end{array}\right],D=\left[\begin{array}{ccc}{D}_{11}& {D}_{12}& {D}_{16}\\ {D}_{12}& {D}_{22}& {D}_{26}\\ {D}_{16}& {D}_{26}& {D}_{66}\end{array}\right],$
${B}^{a}=\left[\begin{array}{ccc}{B}_{11}^{a}& {B}_{12}^{a}& {B}_{16}^{a}\\ {B}_{12}^{a}& {B}_{22}^{a}& {B}_{26}^{a}\\ {B}_{16}^{a}& {B}_{26}^{a}& {B}_{66}^{a}\end{array}\right],{D}^{a}=\left[\begin{array}{ccc}{D}_{11}^{a}& {D}_{12}^{a}& {D}_{16}^{a}\\ {D}_{12}^{a}& {D}_{22}^{a}& {D}_{26}^{a}\\ {D}_{16}^{a}& {D}_{26}^{a}& {D}_{66}^{a}\end{array}\right],{F}^{a}=\left[\begin{array}{ccc}{F}_{11}^{a}& {F}_{12}^{a}& {F}_{16}^{a}\\ {F}_{12}^{a}& {F}_{22}^{a}& {F}_{26}^{a}\\ {F}_{16}^{a}& {F}_{26}^{a}& {F}_{66}^{a}\end{array}\right],$
$Q={\left\{{Q}_{xz},{Q}_{yz}\right\}}^{t},\gamma ={\left\{{\gamma}_{xz}^{0},{\gamma}_{yz}^{0}\right\}}^{t},{A}^{a}=\left[\begin{array}{cc}{A}_{44}^{a}& {A}_{45}^{a}\\ {A}_{45}^{a}& {A}_{55}^{a}\end{array}\right].$
Note that the superscript $t$ denotes the transpose of the given vector. The laminate stiffness coefficients ${A}_{ij}$, ${B}_{ij}$, ${D}_{ij}$, ${A}_{ij}^{a}$, ${B}_{ij}^{a}$, ${D}_{ij}^{a}$ and ${F}_{ij}^{a}$ are defined in terms of the reduced stiffness coefficients ${c}_{ij}^{\left(k\right)}$ for the layers $k=\mathrm{1,2},\dots ,n$ as:
$\left\{{B}_{ij}^{a},{D}_{ij}^{a},{F}_{ij}^{a}\right\}=\sum _{k=1}^{n}\underset{{z}_{k}}{\overset{{z}_{k+1}}{\int}}{c}_{ij}^{\left(k\right)}\mathrm{\Psi}\left(z\right)\left(1,z,\mathrm{\Psi}\left(z\right)\right)\mathrm{d}z,\left(i,j=1,2,6\right),$
${A}_{ij}^{a}=\sum _{k=1}^{n}\underset{{z}_{k}}{\overset{{z}_{k+1}}{\int}}{c}_{ij}^{\left(k\right)}{\left[{\mathrm{\Psi}}^{\text{'}}\left(z\right)\right]}^{2}\mathrm{d}z,\left(i,j=4,5\right).$
If the plate construction is crossply, i.e., ${\theta}_{k}$ should be either 0° or 90°, then the following plate stiffness coefficients are identically zero:
${D}_{16}={D}_{26}={D}_{16}^{a}={D}_{26}^{a}=0,{F}_{16}^{a}={F}_{26}^{a}=0.$
In addition, for symmetric crossply plates there are four more plate stiffness coefficients equal to zero:
The stress and moment resultants ${N}_{x}^{HT}$, ${N}_{y}^{HT}$, ${N}_{xy}^{HT}$, ${M}_{x}^{HT}$, ${M}_{y}^{TH}$, ${M}_{xy}^{HT}$, ${S}_{x}^{HT}$, ${S}_{y}^{HT}$ and ${S}_{xy}^{HT}$ due to the hygrothermal loading are defined by:
The temperature variation through the thickness is assumed to be:
where ${T}_{1}$, ${T}_{2}$ and ${T}_{3}$ are thermal loads. Also, the moisture concentration through the thickness is assumed to be:
where ${C}_{1}$, ${C}_{2}$ and ${C}_{3}$ are moisture concentration factors.
3. Governing equations
The governing equations of equilibrium can be derived by using the principle of virtual work:
$\underset{\mathrm{\Omega}}{\overset{}{\int}}q\left(x,y\right)\delta w\mathrm{d}\mathrm{\Omega}=0.$
By integrating the displacement gradients in Eq. (18) by parts and setting the coefficients of $\delta u$, $\delta v$, $\delta w$, $\delta {\phi}_{x}$ and $\delta {\phi}_{y}$ to zero separately, one can obtain the equilibrium equations associated with the present unified shear deformation theory:
$\delta w:\frac{{\partial}^{2}{M}_{x}}{\partial {x}^{2}}+2\frac{{\partial}^{2}{M}_{xy}}{\partial x\partial y}+\frac{{\partial}^{2}{M}_{y}}{\partial {y}^{2}}+q=0,$
$\delta {\phi}_{x}:\frac{\partial {S}_{x}}{\partial x}+\frac{\partial {S}_{xy}}{\partial y}{Q}_{xz}=0,\delta {\phi}_{y}:\frac{\partial {S}_{xy}}{\partial x}+\frac{\partial {S}_{y}}{\partial y}{Q}_{yz}=0.$
Substituting Eqs. (12) into the above equations, one obtains the following operator equation:
where $\left\{\stackrel{}{\delta}\right\}={\left\{u,v,w,{\phi}_{x},{\phi}_{y}\right\}}^{t}$ and $\left\{f\right\}={\left\{{f}_{1},{f}_{2},{f}_{3},{f}_{4},{f}_{5}\right\}}^{t}$. The elements ${L}_{ij}={L}_{ji}$ of the coefficient matrix $\left[L\right]$ and the components of the generalized force vector $\left\{f\right\}$ are defined in Appendix A1.
Let the laminates be simplysupported at the side edges, then the following set of boundary conditions is considered:
$u=w={\phi}_{x}={N}_{y}={M}_{y}={S}_{y}=0,\mathrm{a}\mathrm{t}x=0,b.$
It assumed that the applied transverse load $q$, the transverse temperature loads ${T}_{1}$, ${T}_{2}$ and ${T}_{3}$ and the moisture concentration ${C}_{1}$, ${C}_{2}$ and ${C}_{3}$ can be expressed as:
where $\lambda =i\pi /a$, $\mu =j\pi /b$ in which $i$ and $j$ are mode numbers and ${q}_{0}$ represents the initial mechanical load.
To solve Eqs. (20) with the boundary conditions given in Eqs. (21), we use Navier’s method which supposing that the displacement component are of the form:
where ${U}_{ij}$, ${V}_{ij}$, ${W}_{ij}$, ${X}_{ij}$ and ${Y}_{ij}$ are arbitrary parameters. Substituting Eqs. (23) into Eqs. (20), one obtains
where $\left\{\stackrel{}{\u2206}\right\}={\left\{{U}_{ij},{V}_{ij},{W}_{ij},{X}_{ij},{Y}_{ij}\right\}}^{t}$ and $\left\{F\right\}={\left\{{F}_{1}^{ij},{F}_{2}^{ij},{F}_{3}^{ij},{F}_{4}^{ij},{F}_{5}^{ij}\right\}}^{t}$. The components of the generalized force vector $\left\{F\right\}$ and the elements ${C}_{ij}={C}_{ji}$ of the coefficient matrix $\left[C\right]$ are given in Appendix A2.
4. Numerical results
Here we present numerical results for the effect of hygrothermal conditions on symmetric crossply laminated plates by using a unified plate theory. The validity of the present theory is demonstrated by comparison between the hygrothermal results and thermal results available in the literature. The improvement in the prediction of displacements and stresses by the present unified theory will be discussed.
Computations were carried out for the fundamental mode (i.e., $i=j=1$). We will assume in all of the analyzed cases (unless otherwise stated) that $a/h=\text{10}$, $a/b=\text{1}$, and ${q}_{0}=\text{0}$. All of the lamina are assumed to be of the same thickness and made of the same orthotropic material. The lamina properties are assumed to be:
${\nu}_{12}=0.25,{\alpha}_{x}={10}^{6}/\mathrm{\mathbb{C}},{\alpha}_{y}=3\times {10}^{6}/\mathrm{\mathbb{C}},{\beta}_{x}=0,{\beta}_{y}=0.44{\left(\mathrm{w}\mathrm{t}.\%{\mathrm{H}}_{2}\mathrm{O}\right)}^{1}.$
To illustrate the preceding hygrothermalstructural analysis, a variety of sample problems is considered. For the sake of brevity, linearly varying (across the thickness) temperature distribution $\mathrm{\Delta}T=\stackrel{}{z}{T}_{2}$, nonlinearly varying (across the thickness) temperature distribution $\mathrm{\Delta}T=\stackrel{}{\mathrm{\Psi}}\left(z\right){T}_{3}$ and a combination of both $\mathrm{\Delta}T=\stackrel{}{z}{T}_{2}+\stackrel{}{\mathrm{\Psi}}\left(z\right){T}_{3}$ are considered. In addition, only linearly varying (across the thickness) moisture distribution $\mathrm{\Delta}C=\stackrel{}{z}{C}_{2}$ is considered.
Here, the hygrothermal stress and thermal stress problems are treated under a steady state temperature and moisture distribution that is linear with respect to the thickness direction. Different dimensionless quantities are used, at the center of the plate. For pure temperature loading the dimensionless deflection form is $\stackrel{}{w}=10wh/\left({\alpha}_{x}{\stackrel{}{T}}_{2}{a}^{2}\right)$. The following dimensionless stresses have been used throughout the tables and figures:
${\stackrel{}{\sigma}}_{5}=\frac{{a}^{2}}{{\alpha}_{x}{\stackrel{}{T}}_{2}{E}_{2}{h}^{2}}{\tau}_{xz}\left(0,\frac{b}{2},0\right),{\stackrel{}{\sigma}}_{6}=\frac{1}{{\alpha}_{x}{\stackrel{}{T}}_{2}{E}_{2}}{\tau}_{xy}\left(\mathrm{0,0},\frac{h}{2}\right).$
Table 1 shows a comparison of the dimensionless center deflections $\stackrel{}{w}$ of threelayer crossply (0°/90°/0°) rectangular plates subjected to sinusoidal temperature field linearly varying through the thickness $({\stackrel{}{T}}_{3}=0)$ and the center deflections $\stackrel{}{w}$ that is caused by a sinusoidal hygrothermal distribution. The deflections due to the thermal effects are exactly the same as those given in Zenkour [19] and this is not surprise because Zenkour [19] used a similar analysis. However, the hygrothermal effects show a noticeable difference in the deflections and that is due to the existence of moisture concentration. The difference between hygrothermal and thermal effects for all theories are increasing as the aspect ratio increases. The HPT yields results very close to those obtained using SSPT even for thicker plates. Also, the difference between hygrothermal deflections and thermal deflections decreases as the sidetothickness ratio increases.
Table 1. The dimensionless center deflections $\stackrel{}{w}$ of threelayer (0°/90°/0°) rectangular plates subjected to sinusoidal temperature or hygrothermal distribution^{*} (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$, ${\stackrel{}{C}}_{2}=$0.01 %$)$
$a/h$

Theory

$a/b$


1/3

0.5

1

1.5

2


5

FPT

1.6324 (1.0998)

2.1099 (1.1535)

3.5657 (1.2224)

3.7212 (1.0157)

3.0204 (0.7355)

HPT

1.6879 (1.1073)

2.2290 (1.1689)

3.8261 (1.2452)

3.9059 (1.0169)

3.1037 (0.7237)


SSPT

1.6934 (1.1081)

2.2409 (1.1704)

3.8499 (1.2472)

3.9206 (1.0167)

3.1094 (0.7225)


10

FPT

1.4178 (1.0701)

1.6728 (1.0959)

2.6560 (1.1365)

3.1090 (0.9972)

2.7826 (0.7508)

HPT

1.4345 (1.0724)

1.7101 (1.1008)

2.7623 (1.1463)

3.2155 (0.9997)

2.8434 (0.7455)


SSPT

1.4366 (1.0726)

1.7147 (1.1014)

2.7749 (1.1475)

3.2273 (0.9999)

2.8496 (0.7449)


20

FPT

1.3591 (1.0619)

1.5486 (1.0795)

2.3309 (1.1058)

2.8121 (0.9883)

2.6372 (0.7601)

HPT

1.3635 (1.0625)

1.5585 (1.0808)

2.3616 (1.1087)

2.8477 (0.9892)

2.6605 (0.7583)


SSPT

1.3641 (1.0626)

1.5598 (1.0810)

2.3654 (1.1090)

2.8521 (0.9893)

2.6631 (0.7581)


50

FPT

1.3423 (1.0596)

1.5126 (1.0748)

2.2297 (1.0963)

2.7078 (0.9851)

2.5801 (0.7637)

HPT

1.3430 (1.0597)

1.5142 (1.0750)

2.2348 (1.0967)

2.7141 (0.9853)

2.5844 (0.7634)


SSPT

1.3431 (1.0597)

1.5144 (1.0750)

2.2355 (1.0968)

2.7148 (0.9853)

2.5849 (0.7634)


100

FPT

1.3399 (1.0593)

1.5074 (1.0741)

2.2148 (1.0949)

2.6919 (0.9847)

2.5711 (0.7643)

HPT

1.3401 (1.0593)

1.5078 (1.0741)

2.2161 (1.0950)

2.6935 (0.9847)

2.5722 (0.7642)


SSPT

1.3401 (1.0593)

1.5078 (1.0741)

2.2163 (1.0950)

2.6937 (0.9847)

2.5724 (0.7642)


CPT

1.3391 (1.0592)

1.5057 (1.0738)

2.2098 (1.0944)

2.6866 (0.9845)

2.5681 (0.7645)


^{*}The numbers between parentheses are due to thermal effects according to Zenkour [19]

Table 2 shows comparisons for the effect of lamination and thickness on the dimensionless center deflections $\stackrel{}{w}$ of crossply square plates subjected to sinusoidal temperature distribution $({\stackrel{}{C}}_{2}=\text{0})$ and the effect of lamination and thickness on the dimensionless center deflections $\stackrel{}{w}$ of crossply square plates subjected to a sinusoidal hygrothermal distribution (${\stackrel{}{C}}_{2}=\mathrm{}$0.01 %). The hygrothermal conditions, affects on the center deflections $\stackrel{}{w}$ more than the thermal one. It is to be noted that, the difference between hygrothermal and thermal results are more for the twolayer crossply square plates. For both hygrothermal and thermal effects, it is found that although the use of the shear correction coefficients (5/6) in FPT, the results obtained using HPT and SSPT are more accurate. The deflections obtained for threelayer, symmetric crossply (0°/90°/0°) plates are close to those obtained for singlelayer (0°) plates.
The effect of shear deformation and aspect ratio on the hygrothermal and thermal response of symmetric fourlayer crossply (0°/90°/0°) rectangular plates is given in Table 3. For all plate theories the difference between hygrothermal results and thermal results are increasing as the aspect ratio increases for ${\stackrel{}{\sigma}}_{1}$, ${\stackrel{}{\sigma}}_{5}$ and ${\stackrel{}{\sigma}}_{6}$. However, this difference is increasing for ${\stackrel{}{\sigma}}_{2}$ and ${\stackrel{}{\sigma}}_{4}$ as the aspect ratio increases from 0.5 to 1 and then decreases for $a/b=2$. In addition, the difference between the hygrothermal deflections and thermal deflections are increasing as the aspect ratio increases from 1 to 2 and decreases for $a/b=\text{0.5}$. The square plates give the highest differences between the hygrothermal and thermal results.
Table 2. The effect of lamination and thickness on the dimensionless center deflection $\stackrel{}{w}$ of crossply square plates subjected to sinusoidal temperature or hygrothermal distribution (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$, ${\stackrel{}{C}}_{2}=$ 0.01 %$)$
$a/h$

Thermal results

Hygrothermal results


FPT

HPT

SSPT

FPT

HPT

SSPT


Singlelayer (0°) plate


100

1.0313

1.0313

1.0313

1.6851

1.6851

1.6851


50

1.0317

1.0317

1.0317

1.6913

1.6913

1.6912


25

1.0334

1.0334

1.0334

1.7155

1.7155

1.7154


20

1.0346

1.0346

1.0346

1.7334

1.7333

1.7332


12.5

1.0396

1.0396

1.0396

1.8075

1.8069

1.8067


10

1.0440

1.0439

1.0438

1.8717

1.8704

1.8699


6.25

1.0602

1.0597

1.0595

2.1100

2.1030

2.1009


5

1.0721

1.0711

1.0708

2.2859

2.2709

2.2669


Twolayer (0°/90°) plate


100

1.6765

1.6766

1.6766

7.8238

7.8238

7.8239


50

1.6765

1.6767

1.6767

7.8238

7.8234

7.8245


25

1.6765

1.6770

1.6771

7.8238

7.8262

7.8265


20

1.6765

1.6773

1.6774

7.8238

7.8276

7.8280


12.5

1.6765

1.6786

1.6789

7.8238

7.8335

7.8247


10

1.6765

1.6798

1.6802

7.8238

7.8390

7.8408


6.25

1.6765

1.6848

1.6858

7.8238

7.8625

7.8672


5

1.6765

1.6894

1.6910

7.8238

7.8840

7.8913


Threelayer (0°/90°/0°) plate


100

1.0949

1.0950

1.0950

2.2148

2.2161

2.2163


50

1.0963

1.0967

1.0968

2.2297

2.2348

2.2355


25

1.1018

1.1036

1.1039

2.2882

2.3081

2.3106


20

1.1058

1.1087

1.1090

2.3309

2.3616

2.3654


12.5

1.1224

1.1292

1.1300

2.5067

2.5794

2.5882


10

1.1365

1.1463

1.1475

2.6560

2.7623

2.7749


6.25

1.1870

1.2057

1.2077

3.1907

3.3989

3.4207


5

1.2224

1.2452

1.2472

3.5659

3.8261

3.8499

Table 3. The results of fourlayer (0°/90°/90°/0°) rectangular plates subjected to sinusoidal temperature or hygrothermal distribution^{*} (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$, ${\stackrel{}{C}}_{2}=$ 0.01 %$)$
$a/b$

SSPT

HPT

FPT

CPT


$\stackrel{}{w}$

0.5

2.4749 (1.2192)

2.4653 (1.2178)

2.3534 (1.2014)

1.9555 (1.1434)

1.0

4.5182 (1.3601)

4.4999 (1.3581)

4.2601 (1.3321)

3.4609 (1.2445)


2.0

3.4439 (0.7485)

3.4415 (0.6488)

3.3853 (0.7527)

3.2734 (0.7574)


${\stackrel{}{\sigma}}_{1}$

0.5

2.6915 (1.6354)

2.6721 (1.6232)

2.3921 (1.4469)

2.5683 (1.5580)

1.0

11.1912 (5.5709)

11.1352 (5.5409)

10.1064 (4.9809)

12.7829 (6.4574)


2.0

–4.0917 (–13.1440)

–4.0732 (13.1235)

–4.1498 (–12.8312)

–0.5431 (–15.2986)


${\stackrel{}{\sigma}}_{2}$

0.5

3.0933 (2.0209)

3.0949 (2.0219)

3.1040 (2.0279)

3.2010 (2.0891)

1.0

3.9069 (2.3158)

3.9174 (2.3218)

4.0042 (2.3717)

4.6232 (2.7131)


2.0

1.1209 (0.2483)

1.1261 (0.2476)

1.1788 (0.2322)

1.4637 (0.0373)


${\stackrel{}{\sigma}}_{4}$

0.5

6.1278 (3.8852)

5.9327 (3.7594)

5.1566 (3.2525)

–

1.0

7.2387 (4.0362)

7.0185 (3.9089)

6.1737 (3.4054)

–


2.0

1.0872 (0.4806)

1.0424 (0.4846)

0.8380 (–0.5733)

–


${\stackrel{}{\sigma}}_{5}$

0.5

0.8763 (0.5531)

0.8298 (0.5237)

0.5173 (0.3263)

–

1.0

4.1119 (2.2709)

3.9003 (2.1537)

2.4695 (1.3621)

–


2.0

2.1120 (–1.3915)

2.0088 (–1.3302)

1.3243 (–0.9060)

–


${\stackrel{}{\sigma}}_{6}$

0.5

0.3570 (0.3169)

0.3571 (0.3169)

0.3637 (0.3209)

0.3022 (0.2821)

1.0

0.8076 (0.6607)

0.8069 (0.6603)

0.8018 (0.6573)

0.7235 (0.6141)


2.0

0.9775 (0.7581)

0.9777 (0.7583)

0.9775 (0.7602)

0.9959 (0.7476)


^{*}The numbers between parentheses are due to thermal effect according to Zenkour [19]

For both hygrothermal and thermal effects presented in Table 3 we conclude the following:
(i) The effect of transverse shear deformation must always be incorporated into the analysis, because CPT underpredicts the deflection $\stackrel{}{w}$ and transverse shear stress ${\stackrel{}{\sigma}}_{6}$ and overpredicts the stresses ${\stackrel{}{\sigma}}_{1}$ and ${\stackrel{}{\sigma}}_{2}$ when compared to shear deformation theories.
(ii) The FPT slightly under predicts the deflections and stresses, except ${\stackrel{}{\sigma}}_{2}$, then those obtained using HPT and SSPT. The variation of stresses as per HPT and FPT exhibits a small difference, which increases when the transverse shear stresses ${\stackrel{}{\sigma}}_{4}$ and ${\stackrel{}{\sigma}}_{5}$ are calculated.
(iii) The HPT yields results very close to those obtained using SSPT. When $a/b=1$, the error predicted by HPT as compared to SSPT are maximum for $\stackrel{}{w}$ and ${\stackrel{}{\sigma}}_{6}$, and minimum for ${\stackrel{}{\sigma}}_{1}$ and ${\stackrel{}{\sigma}}_{4}$. With the increases of $a/b$ ratio, the error increases for ${\stackrel{}{\sigma}}_{2}$ and decreases for ${\stackrel{}{\sigma}}_{5}$.
Fig. 2 shows the variation of dimensionless deflection $\stackrel{}{w}$ with the sidetothickness ratio for symmetric fourlayer crossply square plates in a thermal and hygorothermal conditions. It is to be noted that the effect of the hygorothermal environment gives deflections greater than the corresponding ones due to thermal response. The deflection due to HPT, SSPT and FPT decreases with increasing the sidetothickness ratio. The deflection due to CPT has the same value and it shows the lowest sensitivity.
Fig. 2. Effect of thickness on the dimensionless deflection $\stackrel{}{w}$ of a fourlayer, symmetric crossply (0°/90°/90°/0°) square plate (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$): a) ${\stackrel{}{C}}_{2}=\text{0}$ and b) ${\stackrel{}{C}}_{2}=$0.01 %
Fig. 3. Effect of thickness on the dimensionless deflection $\stackrel{}{w}$ of a fourlayer, symmetric crossply (0°/90°/90°/0°) square plate (${\stackrel{}{T}}_{2}={\stackrel{}{T}}_{3}=$300 °C): a) ${\stackrel{}{C}}_{2}=\text{0}$ and b) ${\stackrel{}{C}}_{2}=$ 0.01 %
In Fig. 3, the dimensionless deflection $\stackrel{}{w}$ due to various plate theories is plotted against the sidetothickness ratio for symmetric fourlayer crossply square plates in thermal and hygrothermal conditions with ${\stackrel{}{T}}_{2}={\stackrel{}{T}}_{3}$. Deflections given in the hygrothermal case are greater than the corresponding ones due to thermal one. Fig. 3 reveals that the influence of the thermal load ${\stackrel{}{T}}_{3}$ is very sensitive to the variation in the plate thickness. CPT is inaccurate everywhere, even for large values of $a/h$ (i.e., for thin plates).
Fig. 4 shows the distribution of transverse shear stress ${\stackrel{}{\sigma}}_{4}$ through the thickness of (0°/90°/90°/0°) crossply symmetric square plates due to both thermal and hygrothermal effects. The distribution of transverse shear stress ${\stackrel{}{\sigma}}_{5}$ through the thickness of (0°/90°/90°/0°) crossply symmetric square plates due to both thermal and hygrothermal effects is shown in Fig. 5. These figures allow themselves to underline their great influence on transverse shear stresses throughthethickness of the plate. The results displayed in these figures show that the stress continuity across each layer interface is not imposed in the present theories. The FPT may be insufficient for transverse shear stresses while HPT gives close results to SSPT. The disagreement between HPT and SSPT, especially at the plate center, is owing to the higherorder contributions of SSPT.
Fig. 4. The distribution of a transverse shear stress ${\stackrel{}{\sigma}}_{4}$ through the thickness of a fourlayer, symmetric crossply (0°/90°/90°/0°) square plate (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$): a) ${\stackrel{}{C}}_{2}=\text{0}$ and b) ${\stackrel{}{C}}_{2}=$0.001 %
Fig. 5. The distribution of a transverse shear stress ${\stackrel{}{\sigma}}_{5}$ through the thickness of a fourlayer, symmetric crossply (0°/90°/90°/0°) square plate (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$): a) ${\stackrel{}{C}}_{2}=\text{0}$ and b) ${\stackrel{}{C}}_{2}=$0.001 %
Fig. 6(a) shows the dimensionless deflections $\stackrel{}{w}$ of symmetric fourlayer (0°/90°/90°/0°) crossply square laminates due to various ratios of the moduli, ${E}_{1}/{E}_{2}$ (for a given thickness, ${\stackrel{}{T}}_{2}=$300 °C ${\stackrel{}{T}}_{3}=\text{0}$, ${\stackrel{}{C}}_{2}=\text{0}$). It is clear that, CPT under predicts the deflections even at lower ratios of moduli. HPT yields identical deflections to SSPT for all moduli ratios. The difference between SSPT and FPT is, in part. The deflections due to all plate theories are increases as the ratio of ${E}_{1}/{E}_{2}$ increases. The dimensionless deflections $\stackrel{}{w}$ of symmetric fourlayer (0°/90°/90°/0°) crossply square laminates are compared in Fig. 6(b) for various ratios of the moduli, ${E}_{1}/{E}_{2}$ (for a given thickness, ${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$, ${\stackrel{}{C}}_{2}=$0.01 %). It is clear that, the severity of shear deformation effects also depends on the material anisotropy of the layer. CPT under predicts the deflections even at lower ratios of moduli and it decreases as the ratio of ${E}_{1}/{E}_{2}$ increases. HPT yields deflections very closed to that of SSPT for all moduli ratios. The difference between SSPT and FPT is, in part, due to the higherorder contributions of the SSPT and the fact that the shear correction factors for FPT depend on the lamina properties and the lamination scheme.
Fig. 6. The effect of material anisotropy $({E}_{1}/{E}_{2})$ on the dimensionless deflection $\stackrel{}{w}$ of a fourlayer, symmetric crossply (0°/90°/90°/0°) square plate (${\stackrel{}{T}}_{2}=$300 °C, ${\stackrel{}{T}}_{3}=\text{0}$): a) ${\stackrel{}{C}}_{2}=\text{0}$ and b) ${\stackrel{}{C}}_{2}=$0.01 %
5. Conclusions
The static response of laminated crossply rectangular plates is discussed numerically using a unified theory. The plate is subjected to a sinusoidally nonuniform distribution of temperature and/or a sinusoidally nonuniform distribution of moisture. Nondimensional deflection and stresses are computed and compared with various plate theories. For the thermal case, we had typical results with those available in the literature and this is no surprise because we used a similar analysis. For the hygrothermal case, it was noted that the difference results in deflection and stresses are significant comparing with the thermal once and this is due to the existence of moisture. In general, it was found that, CPT predicts deflections and stresses significantly different from those of the shear deformation theories. The SSPT and HPT contain the same number of dependent variables as in FPT, but results in more accurate prediction of deflections and stresses, and satisfy the zero tangential traction boundary conditions on the surfaces of the plate. However, both SSPT and HPT do not require the use of shear correction factors. In conclusion, SSPT gives accurate results, especially transverse shear stresses, then other theories including HPT. This is an expected because SSPT is the generalized one.
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