references - springer978-1-4471-0095-9/1.pdf · references 259 dong, s.b. (2000) buckling analysis...

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References Alampalli, S. and Kunin, 1. (2002) Rehabilitation and field testing of an FRP bridge deck on a truss bridge. Compo site Stru cture s , 57(1-4),373-375 Ambartsumyan, S.A. (1970) Theory of Anisotropic Plates. Technomic Publications, Stanford Co. Anwer, M.N. and Sherief, H.H. (1988) State space approach to generalized thermalelasticity. Journal of Thermal Stresses , 11,353-365. Auricchio, F. and Sacco, E. (1999) A mixed-enhanced Finite-Element for the analysis of laminated composite plates. lntemational Journal of Numerical Methods in Engineering, 44,1481-1504. Babich, Y. (1972) Equilibrium stability of three-dimensional orthotropic bodies under small deformation. Prikladnaya Mekanika , 8(2), 16-24. Bahar, L.Y. (1972) Transfer matrix approach to layered system. Journal of Engineering Mechanics, 9(5), 1159-1172. Bahar, L.Y. and Hetnarski, R.B. (1978) State space approach to thermoelasticity. Journal of Thermal Stresses, I, 135-145. Bahar, L.Y. and Hetnarski, R.B. (1980) Coupled thermo-elasticity of a layered medium. Journal of Thermal Stresses, 3,141-152. Beakou , A. and Touratier, M. (1993) A rectangular finite element for analysing composite multi-layered shallow shells in statics , vibration and buckling. International Journal of Numerical Methods in Engineering, 36,627-653. Becker, W. (1993) Closed-form solution for the free-edge effect in cross-ply laminates. Composite Structures, 26, 39-45. Berthelot, J. (1999) Composite Materials: Mechanical Behaviour and Structural Analysis, Springer-Verlag, New York. Bhirnaraddi, A. (1991) Free vibration analysis of doubly-curved shallow shells on rectangular planform using three-dimensional elasticity theory . lnternational Journal of Solids and Structures, 27(7), 897-913 . Bhirnaraddi, A. and Chandrashekhara, K. (1992) Three-dimensional elasticity solution for static response of simply supported orthotropic cylindrical shells. Composite Structures, 20, 227-235.

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References

Alampalli, S. and Kunin, 1. (2002) Rehabilitation and field testing of an FRPbridge deck on a truss bridge. Compo site Structures, 57(1-4),373-375

Ambartsumyan, S.A. (1970) Theory of Anisotropic Plates. TechnomicPublications, Stanford Co.

Anwer , M.N. and Sherief, H.H. (1988) State space approach to generalizedthermalelasticity. Journal ofThermal Stresses , 11,353-365.

Auricchio, F. and Sacco , E. (1999) A mixed-enhanced Finite-Element for theanalysis of laminated composite plates. lntemational Journal of NumericalMethods in Engineering, 44,1481-1504.

Babich , Y. (1972) Equilibrium stability of three-dimensional orthotropic bodiesunder small deformation. Prikladnaya Mekanika , 8(2), 16-24.

Bahar, L.Y. (1972) Transfer matrix approach to layered system. Journal ofEngineering Mechanics , 9(5), 1159-1172.

Bahar, L.Y. and Hetnarski, R.B. (1978) State space approach to thermoelasticity.Journal ofThermal Stresses, I, 135-145.

Bahar , L.Y. and Hetnarski, R.B. ( 1980) Coupled thermo-elasticity of a layeredmedium. Journal ofThermal Stresses, 3,141-152.

Beakou , A. and Touratier, M. (1993) A rectangular finite element for analysingcomposite multi-layered shallow shells in statics , vibration and buckling.International Journal ofNumerical Methods in Engineering, 36,627-653.

Becker, W. (1993) Closed-form solution for the free-edge effect in cross-plylaminates. Composite Structures, 26, 39-45.

Berthelot, J. (1999) Composite Materials: Mechanical Behaviour and StructuralAnalysis, Springer-Verlag, New York.

Bhirnaraddi, A. (1991) Free vibration analysis of doubly-curved shallow shells onrectangular planform using three-dimensional elasticity theory. lnternationalJournal ofSolids and Structures, 27(7), 897-913 .

Bhirnaraddi, A. and Chandrashekhara, K. (1992) Three-dimensional elasticitysolution for static response of simply supported orthotropic cylindrical shells .Composite Structures, 20, 227-235.

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Index

A

14,22,28178-180168-175

217143-151

9177838678

204

cross -ply laminatesaxisymmetric plates

Buckling of shellsangle-ply laminatescross-ply laminatespre-buckling state

continuous platescross-ply laminatesplates with clamped edgesplates with free edgessimply supported plates

Bending of cylindrical shells175-186

anisotropic inhomogeneous,non-circular cylindersshells with simply supportededges 175shells with clamped edges 181shells with free edges 183

Bending of spheres 199Bessel functions 102Boundary element method 250-253Boundary integral equation 252Buckling of laminated plates 76-77,

114-11976

114159-175

168159159

Angle-ply laminatebending,bucklingstress decayvibration,

Anisotropic materialsdefinition of 22stress-strain relations 21

Asymptotic solution 97Axisymmetric bending of laminates

circular plates 119-123hollow cylinders 178-180plates on foundations 123-126

Axisymmetric buckling of laminatesannular plates 117-119circular plates 115-117

Axisymmetric vibration of laminatesannular plates 108-114circular plates 102-108laminated sphere 191-199stiffened cylinders 158

Azimuthal displacement 191

B cBending of laminated plates

axisymmetric plates 119 Cayley-Hamilton method 46

270 Index

139167

D

41-43

50-52

213 ,216207,226216,222

205213214

208217224

84,181,18415-18,201

208,216,2243637483622

7-9253

2415161718

20233

exponentiallengthmodesratetorsionaltorsion less

Decay of stressesin a cross-ply cylinderin an angle-ply cylinderin a rectangular strip

Dirac functionDifferential arc lengthDifferential equation

first order 31time-invariant 32time-varying 52

Direction cosines 229Doubly -curved laminated shells 200

vibration of 200-204Dynamic stiffness equation 153

Eigen-expansionEigenvalues

distinctrepeated

EigenvectorsElastic constantsElasticity approach to moduliElliptic cavityEngineering constantsEquilibrium equations

rectangular systemcylindrical systemspherical systemdoubly-curved

Exponential matricescalculated by seriesexpansionscalculated by matrixtransformation 43-46calculated by Caley-Hamiltommethod 46-50calculated by time stepintegration method

E

142,178175-186159-175208-223

205159158186

128-159

77,175,181 ,18376,159-167

91208186

59-76141

Characteristic equation 36Characteristic value (see eigenvalue)Characteristic vector (see

eigenvector)Circular plate 102,115,119,123Composite material s 1-12

charaterisation of 4-9classification of 1-4definition of 13D modelling of 9-12

Constrained stiffness matrix 74,157Constraint equations 71,72,157Continuity conditions at interfaces

65,105,135146,165,197

212,24129

Decay 207damped sinusoidal 213,216,221

Continuous systemCoupling

bending and extensionbending and torsionlongitudinal and torsionaldeformations 144,151torsion and tension 222

Cross-ply laminatesbendingbucklingpiezoelectricstress decaythermoelasticityvibrationforced vibration

Cylindrical shellsaxisymmetricbendingbucklingdecay of stresseseccentric ellipticalpre-bucklingstiffenedthermoelasticityvibration

Index 271

F L

constructiondefinition ofplatesshellssymmetric

Lagrangian multiplier method 69,73154

Laminatesanti-symmetric 141,149,155,167

177,178,214,21533

58,99127,191,207

94,140,149,155,173174,176,177

6195,200

7

Law of mixturesLegendra polynomialLongitudinal modulus

G

Fibre composites 2Finite difference method 248-250Finite element method 228-247Fourier series 63,78,80,84,87,88

133,151,162,181Fourier inverse transfer 252Fourier transfer 251Free edges 86,109,126,183Fundamental matrix 33Fundamental solution 252

Galerkin methodweighted Galerkin form

Green's theorem

254255

231,233M

H

Hankel transform 112Homogeneous system 32,53Homogenisation 4Hooke's law 21

moniclinic 22orthotropic 23transversely isotropic 23isotropic 24

I

Interface stresses distributions 8195,124-125,176-179

,204,217,222223,225,243

Inhomogeneous system 249Isotropic material

definition of 24stress-strain relations 24

Interior point supports 156

Matrix (material)Matrix (mathematics)

constrained stiffness 74,157charateristic equation of 36diagonalisation of 39eigenvalues of 35exponential 33fundamental 33modal 39polynomial of 46similarity transformation of 40stiffness 70,153system 31,205transfer 33transition 33

Mechanical properties of fibres 2Mechanics of material approach

to moduli 5-7Meridianal displacement 192Metric coefficients 15

rectangular co-ordinates 16cylindrical co-ordinates 17spherical co-ordinates 18doubly-curved co-ordinates 201

Micromechanics 5,9Mixed variational equations 237

272 Index

Monoclinic materialsHooke's lawvibration of cylinder

22143

Q

Qusi-cylindrical co-ordinates 205

NR

Node functiondisplacementstress

Non-circular cylindersNon-homogeneous system

234234204

31,34,54

Reciprocal relations 25Betti 's theorem 252

Recursi ve formulation 137,I48165, I 97,212,24 I

Representative volume element 4-6

o s

3

256,8

230232

36195,200

46191919

19131325230

227250248228254

94,96234

246,8

73,154187186

185,20030

Self-equilibrated stresses 209,2 I3214,223

Semi-analytical methodstate equationboundary elementfinite differencefinite elementvariational

Sensitivity coefficientsShape functionShear modulus

longitudinalShells (see laminates)Spheroidal vibrationState equation

time-invarianttime-varying

State spaceState variables

judicious arrangmentState vectorStationary

energytemperaturethermo-elastic bending

Strainsdirectshear

Strain-displacement relations

Particle compositesPiezoelectric materials

bending of plates 9 I-97bending of hollow spheres 199electric displacements 92,200electric potential 93,200

Piezothermoelastic layer 93Plane strain 185Plates (see laminates)Poisson's ratios

LongitudinalPolynomials

characteristicLegendrematrix

Principlesvirtual displacementsvirtual forces

p

Orthotropic materialscompliances for 235definition of 23engineering constants 25Hooke's law 23material axes of 26stress-strain relations 23

Index 273

T

202021

202235

73207,208

2071414

95,18614212122232324

31,205

Unidirectionally reinforcedlaminate s

Unit impulse

Wave propagationWeighted Galerkin methodWeighted formWinkler's foundation

128254,255224,254

123

6-86-8

2,4-6,2383,181

230-233254-256

99-114128-159200-204191-200

19259-76

185,191230232230

224,230-233232

4

y

v

u

Young 's moduluslongitudinaltranverse

Variational method

w

Vibration of laminatesaxisymmetric platescylindrical shellsdoubly-curved shellshollow spheresradialrectangular platestorsional

Virtual displacemetVirtual forceVirtual strainVirtual work

ComplementaryVolume fraction·

rectagular systemcylindrical systemspherical systemdoubly-curved

Strain-stress relationsStrain energy

decay ofupper bound estimate

Stressshearthermaltensor

Stress-strain relationsgeneral anisotropicmonoclinicorthotropictransversely isotropicisotropic

System matrixSuccesssive approximation

method 53,127 ,136-138

Tensordielectric 92piezoelectric 92stress 14thermo-conductivity 187thermo-elasticity 187

Thermo-elasticity 186,94-96coefficients of expansion 188

Time-invariant system 32Time-varing system 52Time step integration method 50Torsion 185Transformation of stiffness 27Transverse modulus 8Transverse stresses (see interface

stresses)Transversely isotropic materials 23

Hooke's law 23plate 99-126spherical shell 191-199