Mechanics of Solids
- Lecture Notes, Study Materials and Important questions answers
Subject : Mechanics of Solids
Mechanics of Solids
- Types of Linearity - Answer (click here)
- Displacements- Vectors and Tensors - Answer (click here)
- Finite Linear Transformation - Answer (click here)
- Symmetric and Asymmetric Components - Answer (click here)
- Principal or Eigen value Representation - Answer (click here)
- Field Theory - Answer (click here)
- Deformation (Relative Displacement) - Answer (click here)
- The Strain Tensor - Answer (click here)
- The Stress Tensor - Answer (click here)
- Components at an Arbitrary Orientation (Tensor Transformation) - Answer (click here)
- Isotropic and Deviatoric Components - Answer (click here)
- Principal Space and the Octahedral Representation - Answer (click here)
- Two Dimensional Stress or Strain - Answer (click here)
- Mohr's Circle for a Plane Tensor - Answer (click here)
- Mohr's Circle in Three Dimensions - Answer (click here)
- Stress-Strain Relationships (Rheology) - Answer (click here)
- Linear Elastic Behavior - Answer (click here)
- Equilibrium of a Differential Element - Answer (click here)
- Orthogonal Coordinate Systems - Answer (click here)
- Linear Viscous Behavior - Answer (click here)
- Simple Viscoelastic Behavior - Answer (click here)
- Fitting Laboratory Data with Viscoelastic Models - Answer (click here)
- Elastic Viscoelastic Analogy - Answer (click here)
- Elasticity and Plasticity - Answer (click here)
- Yield of Ductile Materials - Answer (click here)
- Yield(Slip) of Brittle Materials - Answer (click here)
- Rational Mechanics - Answer (click here)
- Strategies for Elastic Analysis and Design - Answer (click here)
- Tactics for Analysis - Answer (click here)
- St. Venant’s Principle - Answer (click here)
- Two Dimensional Stress Formulation - Answer (click here)
- Types of Partial Differential Field Equations - Answer (click here)
- Properties of Elliptic Equations - Answer (click here)
- The Conjugate Relationship Between Mean Stress and Rotation - Answer (click here)
- The Deviatoric Field and Photoelasticity - Answer (click here)
- Solutions by Potentials - Answer (click here)
- Linear Free Fields: Isotropic Stress - Answer (click here)
- Uniform Stress - Answer (click here)
- Geostatic Fields - Answer (click here)
- Uniform Acceleration of the Half space - Answer (click here)
- Pure Bending of Prismatic Bars - Answer (click here)
- Pure Bending of Plates - Answer (click here)
- The Classic Stress-Function Approach - Answer (click here)
- Airy’s Stress Function in Cartesian Coordinates - Answer (click here)
- Polynomial Solutions and Straight Beams - Answer (click here)
- Polar Coordinates and Airy’s Stress Function - Answer (click here)
- Polar Coordinates and Airy’s Stress Function - Answer (click here)
- Simplified Analysis of Curved Beams - Answer (click here)
- Pure bending of a Beam of Circular Arc - Answer (click here)
- Circular Beams with End Loads - Answer (click here)
- Remarks for Two Dimensional Solutions for Straight and Circular Beams - Answer (click here)
- Lame’s Solution for Rings under Pressure - Answer (click here)
- Small Circular Holes in Plates, Tunnels, and Inclusions - Answer (click here)
- Harmonic Holes and the Inverse Problem - Answer (click here)
- Harmonic Holes for Free Fields - Answer (click here)
- Harmonic Holes for Biaxial Fields - Answer (click here)
- Harmonic Holes for Gradient Fields - Answer (click here)
- Neutral Holes - Answer (click here)
- Solution Tactics for Neutral Holes- Examples - Answer (click here)
- Concentrated Loadings at the Apex - Answer (click here)
- Uniform Loading Cases - Answer (click here)
- Uniform Loading over a Finite Width - Answer (click here)
- Non uniform Loadings on the Half-Space - Answer (click here)
- Line Loads within the Half Space and Diametric Loading of a Circular Disk - Answer (click here)
- Wedges with Constant Body Forces - Answer (click here)
- Corner Effects Eigen function Strategy - Answer (click here)
- St. Venant’s Formulation (Noncircular Cross Sections) - Answer (click here)
- Prandtl’s Stress Function - Answer (click here)
- Torsion: Membrane Analogy - Answer (click here)
- Thin Walled Tubes of Arbitrary Shape - Answer (click here)
- Hydrodynamic Analogy and Stress Concentration - Answer (click here)
- Plastic Material Behavior - Answer (click here)
- Plastic Structural Behavior - Answer (click here)
- Plasticity Field Equations and Thick Ring - Answer (click here)
- Limit Load by a “Work” Calculation - Answer (click here)
- Theorems of Limit Analysis - Answer (click here)
- The Lower Bound Theorem - Answer (click here)
- The Upper Bound Theorem - Answer (click here)
- The Bearing Capacity (Indentation) Problem - Answer (click here)
- Plastic Bending - Answer (click here)
- Plastic “Hinges” - Answer (click here)
- Limit Load (Collapse) of Beams - Answer (click here)
- Limit Analysis of Frames and Arches - Answer (click here)
- Limit Analysis of Plates - Answer (click here)
- Plastic Torsion - Answer (click here)
- Combined Torsion with Tension and/or Bending - Answer (click here)
- Slip Line Analysis - Answer (click here)
- Mohr-Coulomb Criterion (Revisited) - Answer (click here)
- Lateral “Pressures” and the Retaining Wall Problem - Answer (click here)
- Graphic Analysis and Minimization - Answer (click here)
- Slip Line Theory - Answer (click here)
- Purely Cohesive Materials (ϕ=0) - Answer (click here)
- Weightless Material (γ = 0) - Answer (click here)
- Retaining Wall Solution for (EPS Material) - Answer (click here)
- Comparison to the Coulomb Solution (ϕ=0) - Answer (click here)
- Slopes and Footings - Answer (click here)
- Solutions for Weightless MohrCoulomb Materials - Answer (click here)
- Slip Line Analysis: The General Case - Answer (click here)
- An Approximate “Coulomb Mechanism” - Answer (click here)
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