Learning objectives
Knowledge and understanding:
At the end of the course, the student will acquire the theoretical basis and the application tools of advanced structural analysis in both the linear and non-linear regimes, with particular reference to structural theories of one-dimensional elements (cables, trusses and beams) and two-dimensional (plates and shells). With regard to the non-linear regime, the basic concepts for the calculation of both plastic design and buckling design of one- and two-dimensional civil engineering structures will be provided.
Applying knowledge and understanding:
At the end of the course, the student will acquire the ability to understand the mechanical behavior of the linear elastic two-dimensional structures. He/she will also acquire the methodologies for calculating the load bearing capacity of a structure, related to the attainment of the material resistance (plastic collapse) or the loss of structure stiffness (buckling collapse).
Communication skills:
At the end of the course, the student should have acquired a command of the technical language to allow a proper and effective presentation of the results.
Prerequisites
It is useful to have familiarity with the basic features of Microsoft Excel.
Course unit content
The course is organized in four modules.
Module 1: Plates
Statement of the problem
Kinematic hypotheses of Kirchhoff
Components of displacements, strains, stresses; internal reaction characteristics
Differential equation of the elastic surface (or differential equation of Germain-Lagrange)
Boundary conditions
Principal moments
Approximate solutions through finite difference method
Simply supported rectangular plates: Navier solution and Lévy solution
Module 2: Shells
Characteristics of surfaces
Shells of devolution
Axisymmetric loading conditions
Membrane regime for axisymmetric shells (reservoir, pressure vessels, domes, etc.): internal reactions and displacements
Bending regime in cylindrical shells
Module 3: Plastic limit analysis
Material non-linear behaviour: plasticity (yielding function, isotropic and kinematic hardening, associative and non-associative flow rule). Yielding criteria for structural materials.
Perfectly plastic behaviour and plastic collapse. Plastic collapse of beams under bending: plastic hinge, limit moment for symmetric and non-symmetric cross-sections, combined actions and limit curves.
Incremental analysis of elastic-plastic frames. Collapse mechanisms. Theorems of limit analysis (static and kimenatic theorems).
Lattice structures and frames under proportional point loads (method of the combination of mechanisms) and under distributed loads. Frames under non-proportional loads.
Limit loads of plates (yield line theory and strip method).
Module 4: Stability of equilibrium
Discrete elastic systems: stationarity and minimum of total potential energy, theory of the second order, critical Euler load (static and energetic criteria).
Flexural stability of axially compressed beams: fundamental cases, frames, beams with curved axis.
Equilibrium of cables as a particolar case of the differential equations of beam-columns.
Torsional stability of beams under axial compressive load or bending.
Stability of plates.
Determination of the critical load: Rayleigh-Ritz method, finite element method. Post-critical behaviour.
Beams under axial compressive load and bending: effects of material non-linearity and imperfections on load-carrying capacity, stability curves.
Snap-through instability of shallow arches.
Full programme
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Bibliography
Recommended textbooks:
O.Belluzzi “Scienza delle Costruzioni” Vol.I e Vol.III, Zanichelli, Bologna.
A. Carpinteri "Analisi non-lineare delle strutture”, Ed. Pitagora, Bologna, 1998.
L. Corradi dell’Acqua “Meccanica delle strutture” Vol.II e Vol.III, McGraw-Hill, Milano.
Additional textbooks:
L. Corradi dell’Acqua “Instabilità delle strutture”, CLUP, Milano, 1978.
M. Jirasek, Z.P. Bazant “Inelastic analysis of structures”, J.Wiley & Sons, New York, 2001.
S.P. Timoshenko, K.S. Woinowsky “Theory of plates and shells”, McGraw-Hill, New York, 1987.
S.P. Timoshenko, J.M. Gere “Theory of elastic stability”, McGraw-Hill, New York, 1985.
Teaching material available via the portal lea.unipr.it
Teaching methods
The course consists of theoretical lessons and practical exercises. For each topic, exercises are planned so that the student can deal with the resolution of the problems previously formulated in theoretical form.
The theoretical lessons and practical exercises are carried out on the blackboard together with the showing of slides, which are available on the portal lea.unipr.it.
Assessment methods and criteria
The assessment of student learning is formulated on the basis of a final written exam.
The final exam is weighted as follows:
- 70% application of the theory to exercises (applying knowledge and understanding);
- 20% theoretical questions (knowledge and understanding);
- 10% clarity of presentation (communication skills).
Other information
It is strongly recommended to attend lessons.
2030 agenda goals for sustainable development
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