Statements (100)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
gptkb:academic
|
| gptkbp:alsoKnownAs |
gptkb:Mechanics_of_Materials
|
| gptkbp:appliesTo |
columns
beams shafts structural members |
| https://www.w3.org/2000/01/rdf-schema#label |
Strength of Materials
|
| gptkbp:includes |
fatigue
torsion fracture creep shear bending stress analysis stress-strain relationship deflection buckling axial loading strain analysis |
| gptkbp:partOf |
civil engineering
mechanical engineering |
| gptkbp:studies |
behavior of solid objects under strain
behavior of solid objects under stress |
| gptkbp:uses |
gptkb:Vickers_hardness_test
gptkb:Castigliano's_theorem gptkb:Griffith's_criterion gptkb:Young's_modulus gptkb:Shear_modulus gptkb:Hooke's_law gptkb:Poisson's_ratio gptkb:superposition_principle gptkb:Charpy_test gptkb:Izod_test gptkb:Mohr's_circle gptkb:Saint-Venant's_principle gptkb:von_Mises_criterion gptkb:Tresca_criterion gptkb:Brinell_hardness_test gptkb:Rockwell_hardness_test resilience compliance hardness toughness moment of inertia plastic deformation stress-strain curve Bulk modulus stiffness tensile test brittleness compression test ductility ultimate strength yield strength crack propagation stress intensity factor elastic limit thermal stress hardness test stress relaxation impact test work hardening strain gauge maximum shear stress theory S-N curve area moment of inertia bending moment bending test compatibility equations creep rupture elastic deformation endurance limit engineering strain engineering stress equilibrium equations factor of safety fatigue limit fracture toughness maximum normal stress theory modulus of resilience modulus of rupture modulus of toughness neutral axis polar moment of inertia principal planes principal stresses residual stress section modulus shear force strain energy strain hardening strain transformation stress concentration stress transformation torsion test torsional rigidity true strain true stress |
| gptkbp:bfsParent |
gptkb:Stephen_Timoshenko
|
| gptkbp:bfsLayer |
6
|