DG20IAK - Isogeometric analysis of structures
Course specification | ||||
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Type of study | Doctoral studies | |||
Study programme | ||||
Course title | Isogeometric analysis of structures | |||
Acronym | Status | Semester | Number of classes | ECTS |
DG20IAK | elective | 3 | 4L + E | 10.0 |
Lecturers | ||||
Lecturer | ||||
Lecturer/Associate (practicals) | ||||
Prerequisite | Form of prerequisites | |||
- | - | |||
Learning objectives | ||||
To learn fundamental concepts of the isogeometric approach to the for the structural analysis. Develop ability and creativity to independently formulate and solve problems of elastostatics and elastodynamics of structural systems. | ||||
Learning outcomes | ||||
Student is able to analyze and solve basic problems of the structural mechanics using the Isogeometric approach. Student is able to continue independent research work for the modeling of complex structures. | ||||
Content | ||||
Introduction to IGA. B-spline curve. Affine transformations of B-spline curves and surfaces. Knot insertion. Elevation of B-spline curves. Non-uniform rational B-spline. Knot insertion and elevation of NURBS. Rational spline surfaces. Boundary value problem problem of elastostatics. Strong form of BVP. Weak form of BVP. Galerkin solution to the BVP. The principle of virtual displacements. Beam axis geometry in NURBS parametric coordinates: base vectors and beam axis metric tensor, beam axis curvature, metric of arbitrary point. Bernoulli-Euler beam theory: strain of the rod axis, strain at an arbitrary point, bending strains. Timoshenko beam theory. Isogeometric finite element of the beam. Stress-strain relations. Section forces. Formulation of linear and nonlinear stiffness matrix. Equivalent control forces. Equilibrium equation. Bernoulli-Euler beam element. Linear beam in plane. Bezier beam element. Hermite cubic spline. Hermit beam element. Relation between Hermit and Bezier beams. Shell geometry: base vectors and metric tensor of the midsurface of a shell, Christoffel coefficients of the second kind, metric of the equidistant surface. Kirchhoff-Love theory of thin elastic shells. Mindlin-Reissner shell theory. Stress strain relations. Formulation of isogeometric finite element of a shell - linear theory. Total Lagrangian formulation. Bezier plate elements. | ||||
Teaching Methods | ||||
Auditory lectures and individual work with students | ||||
Literature | ||||
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Evaluation and grading | ||||
Calculation and defence of the semestral assignment (50%) Oral exam (50%) | ||||
Specific remarks | ||||
The course can be conducted in English. |