Course detail
Selected Chapters of Structural Mechanics 1 (K)
FAST-BD053Acad. year: 2022/2023
Theories of deformation and failure of materials of civil engineering structures.
Viscoelasticity - creep and relaxation. Basic rheology models and their coupling. Compliance function for concrete.
Plasticity models for both uni- and multi-axial stress state. Mathematical description of plastic deformation. Plasticity criteria.
Stress concentration around notches. Fundamentals of linear elastic fracture mechanics. Griffith's theory of brittle fracture. Energy balance in cracked body, crack stability criterion. Stress state solution in cracked body, modes of crack propagation. Stress intensity factor, fracture toughness. Size effect. Classical nonlinear fracture models, toughening mechanisms. Cohesive crack models and their parameters, fracture energy, tension softening. Damage mechanics. Stochastic aspects of failure of quasi-brittle materials/structures.
Cables loaded in plane.
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2. Viscoelasticity. Creep and compliance function. Maxwell and Kelvin model/chain. Compliance function for concrete.
3. Plasticity. Physical motivation. Schmid law. Plasticity models for uniaxial and multiaxial stress state.
4. Fracture mechanics. Fundamentals of linear elastic fracture mechanics.
5. Fracture mechanics. Classical nonlinear models. Nonlinear fracture behaviour of quasi-brittle materials. Formation and development of fracture process zone (FPZ). Toughening mechanism in FPZ.
6. Fracture mechanics. Classical nonlinear models. Parameters of cohesive crack models. Fracture mechanics. Fracture models based on continuum mechanics and discrete models.
7. Damage mechanics. Classification of models of failure of concrete and their hierarchy.
8. Stochastic aspects of failure and deformation of structures 9. Interaction of progressive collapse and spatial randomness in concrete structures.
10. Cable in plane - introdiction, fibre polygon, parabolic canetarian curve.
11. Statics of cable in a plane - a cable loaded by arbitrary vertical load, cable equation.
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