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Review (2 nd order tensors):. Tensor – Linear mapping of a vector onto another vector. Tensor components in a Cartesian basis (3x3 matrix):. Basis change formula for tensor components. Dyadic vector product. General dyadic expansion. Routine tensor operations. Addition.
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Review (2nd order tensors): Tensor – Linear mapping of a vector onto another vector Tensor components in a Cartesian basis (3x3 matrix): Basis change formula for tensor components Dyadic vector product General dyadic expansion
Routine tensor operations Addition Vector/Tensor product Tensor product
Routine tensor operations Transpose Trace Inner product Outer product Determinant Inverse Invariants (remain constant under basis change) Eigenvalues, Eigenvectors (Characteristic Equation – Cayley-Hamilton Theorem)
Special Tensors Symmetric tensors Have real eigenvalues, and orthogonal eigenvectors Skew tensors Have dual vectors satisfying Proper orthogonal tensors Represent rotations – have Rodriguez representation Polar decomposition theorem
Polar Coordinates Basis change formulas
Review: Deformation Mapping Eulerian/Lagrangian descriptions of motion Deformation Gradient
Review Sequence of deformations Lagrange Strain
Review Volume Changes Area Elements Infinitesimal Strain Approximates L-strain Related to ‘Engineering Strains’
Review Principal values/directions of Infinitesimal Strain Infinitesimal rotation Decomposition of infinitesimal motion
Review Left and Right stretch tensors, rotation tensor U,V symmetric, so principal stretches Left and Right Cauchy-Green Tensors
Review Generalized strain measures Eulerian strain
Review Velocity Gradient Stretch rate and spin tensors
Review Vorticity vector Spin-acceleration-vorticity relations
Review: Kinetics Surface traction Body Force Internal Traction Resultant force on a volume
Review: Kinetics Restrictions on internal traction vector Newton II Newton II&III Cauchy Stress Tensor
Other Stress Measures Kirchhoff Nominal/ 1stPiola-Kirchhoff Material/2ndPiola-Kirchhoff
Review – Mass Conservation Linear Momentum Conservation Angular Momentum Conservation
Rate of mechanical work done on a material volume Conservation laws in terms of other stresses Mechanical work in terms of other stresses
Review: Thermodynamics Temperature Specific Internal Energy Specific Helmholtz free energy Heat flux vector External heat flux Specific entropy First Law of Thermodynamics Second Law of Thermodynamics
Conservation Laws for a Control Volume R is a fixed spatial region –material flows across boundary B Mass Conservation Linear Momentum Conservation Angular Momentum Conservation Mechanical Power Balance First Law Second Law
Review: Transformations under observer changes Transformation of space under a change of observer All physically measurable vectors can be regarded as connecting two points in the inertial frame These must therefore transform like vectors connecting two points under a change of observer Note that time derivatives in the observer’s reference frame have to account for rotation of the reference frame
Constitutive Laws Equations relating internal force measures to deformation measures are knownas Constitutive Relations • General Assumptions: • Local homogeneity of deformation • (a deformation gradient can always be calculated) • Principle of local action • (stress at a point depends on deformation in a vanishingly small material element surrounding the point) • Restrictions on constitutive relations: • 1. Material Frame Indifference – stress-strain relations must transform consistently under a change of observer • 2. Constitutive law must always satisfy the second law of • thermodynamics for any possible deformation/temperature history.