Preface |
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xii | |
Editor biographies |
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xvi | |
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xx | |
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1 Higher order theory for the modal analysis of doubly-curved shells with lattice layers and honeycomb cores |
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1 | (1) |
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1 | (4) |
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1.2 Equivalent single layer shell theory |
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5 | (17) |
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1.2.1 Geometrical description of the shell |
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5 | (1) |
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1.2.2 Kinematic formulation |
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6 | (3) |
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1.2.3 Homogenization of the lattice core and equivalent elastic behaviour |
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9 | (7) |
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1.2.4 Governing equations |
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16 | (4) |
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1.2.5 Assembly procedure of the discrete governing equations |
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20 | (2) |
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1.3 Numerical applications |
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22 | (21) |
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43 | |
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44 | |
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2 Particle impact damping technology: modelling and applications |
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1 | (1) |
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1 | (1) |
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2.2 Mathematical formulations |
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2 | (5) |
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2.2.1 Impact damping force and its computation |
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6 | (1) |
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2.3 Numerical simulations |
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7 | (7) |
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2.3.1 Impact of a single particle with the container wall |
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7 | (1) |
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2.3.2 Dissipation in impact damping device |
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7 | (7) |
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14 | |
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16 | |
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3 Vibration of thick functionally graded materials skew plates based on a new shear deformation plate theory |
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1 | (1) |
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1 | (2) |
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3.2 Shear deformation plate theory |
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3 | (2) |
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3.3 Constitutive relations |
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5 | (1) |
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6 | (6) |
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3.5 Rayleigh--Ritz approximation |
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12 | (2) |
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3.6 Convergence and comparison studies |
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14 | (1) |
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3.7 Numerical results and discussion |
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14 | (10) |
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3.7.1 Effect of power-law exponent of SDPT (n) |
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14 | (1) |
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3.7.2 Effect of aspect ratio (μ) |
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15 | (1) |
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3.7.3 Effect of slenderness ratio (δ) |
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16 | (8) |
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3.7.4 Effect of power-law index of gradation (k) |
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24 | (1) |
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24 | |
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27 | |
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4 Advanced mechanical modeling of functionally graded carbon nanotubes-reinforced composite materials and structures |
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1 | (1) |
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2 | (2) |
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4.2 Theoretical formulation |
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4 | (18) |
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4.2.1 Higher-order theory of shell structures |
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4 | (5) |
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4.2.2 Mechanical properties for FGMs |
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9 | (1) |
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4.2.3 Mechanical properties for CNTs |
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10 | (7) |
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4.2.4 Governing equations of the problem |
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17 | (5) |
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4.3 A general view on the GDQ-based numerical method |
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22 | (8) |
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4.4 Numerical applications |
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30 | (19) |
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4.4.1 Free vibration problems |
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30 | (11) |
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4.4.2 Critical speed evaluation |
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41 | (8) |
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49 | |
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49 | |
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5 Vibration of micro/nano structural members: a discrete energy-based formulation |
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1 | (1) |
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1 | (1) |
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5.2 Euler--Bernoulli beam theory |
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2 | (5) |
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5.3 Shear deformable beam or Timoshenko beam |
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7 | (5) |
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5.4 Kirchhoff--Love theory of thin plates/classical plate theory |
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12 | (4) |
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5.5 Mindlin--Reissner plate theory (MRPT) |
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16 | (5) |
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5.6 Non-local theories from discrete to continuum limits |
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21 | (1) |
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5.7 Non-local theory for Euler---Bernoulli beam |
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22 | (5) |
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5.8 Non-local theory for Timoshenko beam |
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27 | (5) |
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32 | |
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32 | |
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6 Effect of thermal environment on nonlinear flutter of laminated composite plates reinforced with graphene nanoplatelets |
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1 | (1) |
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1 | (2) |
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3 | (8) |
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6.1.1 Material properties of GPLRCs |
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4 | (1) |
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6.1.2 Model of matrix cracks |
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5 | (2) |
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6.1.3 First-order shear deformation plate theory |
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7 | (2) |
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6.1.4 Solution procedure via the IMLS-Ritz method |
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9 | (2) |
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6.2 Flutter of matrix cracked GPLRC plate |
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11 | (8) |
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6.2.1 Solution of governing equations |
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11 | (2) |
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6.2.2 Comparison and convergence studies |
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13 | (1) |
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6.2.3 Numerical results and discussion |
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14 | (5) |
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6.3 Nonlinear thermal flutter of GPLRC plate |
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6.3.1 Discrete solution of governing equations |
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19 | (3) |
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6.3.2 Comparison and convergence studies |
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22 | (1) |
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6.3.3 Numerical results and discussion |
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23 | (7) |
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30 | |
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7 On forced vibrations of piezo-flexomagnetic nano-actuator beams |
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1 | (1) |
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1 | (1) |
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7.2 Mathematical modelling |
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2 | (5) |
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7 | (1) |
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8 | (1) |
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7.5 Discussion and results |
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9 | (6) |
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9 | (3) |
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7.5.2 Magnetic field effect |
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12 | (1) |
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7.5.3 Dynamic load impact |
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13 | (1) |
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7.5.4 Small-scale parameters effect |
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13 | (2) |
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15 | |
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16 | |
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8 Vibration of size-dependent carbon nanotube-based biosensors in liquid |
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1 | (1) |
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2 | (12) |
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8.1.1 The modified couple stress theory |
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3 | (3) |
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8.1.2 Surface elasticity theory |
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6 | (5) |
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8.1.3 Formulation of the fluid pressure on a nano-biosensor |
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11 | (3) |
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14 | (6) |
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8.2.1 The static pull-in instability of the biosensor using the MAD method |
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14 | (3) |
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8.2.2 Dynamic deflection of the biosensor using isogeometric analysis |
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17 | (1) |
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8.2.3 Knot vectors and basic functions |
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17 | (1) |
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18 | (2) |
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8.3 Results and discussion |
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20 | (7) |
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8.3.1 Validate of the static analysis |
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20 | (3) |
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8.3.2 Validation of the dynamic analysis |
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23 | (4) |
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27 | |
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29 | |
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9 Continuum 3D and 2D shell models for free vibration analysis of single-walled and double-walled carbon nanotubes |
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1 | (1) |
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9.1 3D continuum shell model |
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2 | (17) |
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9.1.1 3D equilibrium equations in orthogonal mixed curvilinear coordinates |
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2 | (3) |
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9.1.2 3D geometrical and constitutive relations |
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5 | (2) |
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9.1.3 Closed form solution for shell 3D equilibrium equations |
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7 | (3) |
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9.1.4 Layer-wise solution for multilayered structures using the exponential matrix methodology |
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10 | (8) |
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9.1.5 Particular case of geometrical relations and 3D equilibrium equations for cylinders in order to analyze carbon nanotubes |
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18 | (1) |
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19 | (26) |
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9.2.1 Free frequencies and vibration modes for SWCNTs |
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20 | (5) |
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9.2.2 Free frequencies and vibration modes for DWCNTs |
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25 | (5) |
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9.2.3 Free frequencies and vibration modes for SWCNTs and DWCNTs: analytical versus numerical models |
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30 | (15) |
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45 | |
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48 | |
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10 Crack and interface interaction under quasi-static and dynamic loading |
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1 | (1) |
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1 | (1) |
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2 | (2) |
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4 | (1) |
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5 | (1) |
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10.3.1 Exponential cohesive zone law |
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5 | (1) |
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6 | (1) |
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6 | (4) |
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10.4.1 Stiff--soft interface in a micro structure of a composite system |
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6 | (2) |
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10.4.2 Compact tension tests in concrete |
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8 | (2) |
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10 | |
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10 | |
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11 Vibration of compliant robotic grippers and wrists |
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1 | (1) |
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1 | (5) |
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11.2 Overview on various indigenous designs of the compliant robotic grippers |
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6 | (15) |
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11.2.1 Metrics of the indigenous design |
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6 | (3) |
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11.2.2 Classification of the indigenous designs |
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9 | (1) |
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11.2.3 Firmware of the flat-jaw type CRGs |
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10 | (4) |
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11.2.4 Firmware of the curvilinear-jaw type CRGs |
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14 | (2) |
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11.2.5 Firmware of the contoured-jaw type CRGs |
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16 | (3) |
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11.2.6 Miniaturized CRGs: a wider horizon |
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19 | (2) |
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11.3 Indigenous design of the compliant robotic wrists |
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21 | (8) |
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11.3.1 Fundamental facets of the indigenous design |
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21 | (3) |
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11.3.2 An overview on the varieties of indigenous designs |
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24 | (1) |
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11.3.3 Details of the firmware |
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25 | (4) |
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11.4 Grasp-induced vibration models of the compliant robotic grippers |
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29 | (18) |
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11.4.1 An overview of vibration synthesis |
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29 | (1) |
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11.4.2 Paradigms of grasp synthesis |
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30 | (1) |
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11.4.3 Development of the grasp models |
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31 | (13) |
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11.4.4 Facets on real-time dynamics of grasp model |
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44 | (3) |
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11.5 Vibration signature of the compliant robotic grippers and compliant wrists |
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47 | (16) |
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11.5.1 Paradigms of vibration signature |
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47 | (1) |
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11.5.2 Development of spring-induced geometric models |
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48 | (6) |
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11.5.3 Development of spring-supported vibration model |
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54 | (3) |
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11.5.4 Modeling paradigms and control dynamics for secondary-stage vibration |
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57 | (2) |
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11.5.5 Modeling force-displacement tuple |
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59 | (1) |
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11.5.6 Modeling of real-time control dynamics |
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60 | (3) |
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11.6 Development of turning model for vibration synthesis of compliant robotic gripper and wrist system |
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63 | (4) |
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11.6.1 Facets of vibration synthesis |
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63 | (1) |
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11.6.2 Formulation of the turning model |
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64 | (1) |
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11.6.3 Accumulation of vibration in robotic wrist |
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65 | (2) |
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11.7 Case-studies and experimental results |
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67 | (5) |
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11.7.1 Robotic system used for the case-study |
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67 | (1) |
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11.7.2 Experimental synopsis |
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67 | (2) |
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11.7.3 Sensory instrumentation and test results |
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69 | (3) |
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72 | |
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72 | (1) |
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72 | |
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12 A study on mode shape-based approaches for health monitoring of a reinforced concrete beam under transverse loading |
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1 | (1) |
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1 | (3) |
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4 | (1) |
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12.3 Illustrative example |
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4 | (3) |
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12.4 Experimental set-up and analysis |
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7 | (3) |
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12.4.1 Description of beam specimens |
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7 | (1) |
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12.4.2 Experimental methodology and instrumentation |
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8 | (1) |
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12.4.3 Health monitoring of RC beam |
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9 | (1) |
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12.5 Results and discussion |
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10 | (2) |
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12 | |
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12 | |
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13 Modeling of honeycomb sandwich structure for spacecraft: analysis and testing |
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1 | (1) |
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1 | (3) |
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13.1.1 Types of sandwich core materials |
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3 | (1) |
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3 | (1) |
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13.2 Equivalent mechanical properties of honeycomb sandwich panels |
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4 | (6) |
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13.2.1 Analytical formulations of the equivalent model of honeycomb core |
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7 | (3) |
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13.2.2 Equivalent properties prediction using analytical formulations |
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10 | (1) |
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13.3 Finite element modeling of the honeycomb core sandwich laminates |
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10 | (2) |
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13.4 Modal study of honeycomb beam |
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12 | |
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13.4.1 Experimental investigation |
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13 | (2) |
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13.4.2 Modal analysis of honeycomb sandwich beam using finite element methods |
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15 | (4) |
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19 | |
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14 Numerical analysis of Qutb Minar using non-linear plastic-damage macro model for constituent masonry |
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1 | (12) |
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1 | (1) |
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2 | (5) |
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2 | (1) |
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14.2.2 Structural idealization |
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3 | (1) |
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14.2.3 Plastic damage macro model and material properties |
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4 | (3) |
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14.3 Results and discussions |
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7 | (5) |
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14.3.1 Free vibrational analysis |
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7 | (3) |
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14.3.2 Simulation of seismic vibrations |
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10 | (2) |
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12 | (1) |
References |
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