Corrosione atmosferica in area urbana-costiera di un acciaio Cor-Ten: studio del rilascio in ambiente dei metalli di lega

Cor-Ten is a particular kind of steel, belonging to low-alloyed steel; thanks to his aesthetic features and resistance to atmospheric corrosion, this material is largely used in architectural, artistic and infrastructural applications. After environmental exposure, Cor-Ten steel exhibits the characteristic ability to self-protect from corrosion, by the development of a stable and adherent protective layer. However, some environmental factors can influence the formation and stability of the patina. In particular, exposure of Cor-Ten to polluted atmosphere (NOx, SOx, O3) or coastal areas (marine spray) may cause problems to the protective layer and, as a consequence, a release of alloying metals, which can accumulate near the structures. Some of these metals, such as Cr and Ni, could be very dangerous for soils and water because of their large toxicity. The aim of this work was to study the corrosion behavior of Cor-Ten exposed to an urban-coastal site (Rimini, Italy). Three different kinds of commercial surface finish (bare and pre-patinated, with or without a beeswax covering) were examined, both in sheltered and unsheltered exposure conditions. Wet deposition brushing the specimens surface (leaching solutions) are monthly collected and analyzed to evaluate the extent of metal release and the form in which they leave the surface, for example, as water-soluble compounds or non-adherent corrosion products. Five alloying metals (Fe, Cu, Cr, Mn and Ni) and nine ions (Cl-, NO3-, NO2-, SO42-, Na+, Ca2+, K+, Mg2+, NH4+) are determined through Atomic Absorption Spectroscopy and Ion Chromatography, respectively. Furthermore, the evolution and the behaviour of the patina are periodically followed by surface investigations (SEM-EDS and Raman Spectroscopy). After two years of exposure, the results show that Bare Cor-Ten, cheaper than the other analyzed specimens, even though undergoes the greater mass variation, his metal release is comparable to the release of the pre-patinated samples. The behavior of pre-patinated steel, with or without beeswax covering, do not show particular difference. This exposure environment doesn’t allow a completely stabilization of the patina; nevertheless an estimate of metal release after 10 years of exposure points out that the environmental impact of Cor-Ten is very low: for example, the release of chromium in the soluble fraction is less than 10 mg if we consider an exposed wall of 10 m2.

Tunnelling induced settlements in soils under the water table.

Tema di questo lavoro sono i cedimenti indotti dallo scavo di gallerie superficiali in terreni coesivi sotto falda. In questi casi la velocità di avanzamento dello scavo v e la permeabilità del mezzo k influenzano molto l'evoluzione della consolidazione. Le ipotesi di risposta non drenata o drenata del mezzo saturo, comunemente adottate, sono valide solo per rapporto v/k estremamente alto o basso. Nei casi intermedi, analisi numeriche accoppiate che tengano conto del processo di consolidazione durante lo scavo sono indispensabili. Ciò nonostante, queste sono molto rare in letteratura viste le notevoli difficoltà teoriche e numeriche ad esse associate. Proprio per non incrementare ulteriormente tali difficoltà, si è deciso di adottare modelli costitutivi semplici quali: il modello elastico perfettamente plastico con criterio di resistenza alla Mohr Coulomb e il Modified Cam Clay. Dopo un' introduzione sulla risposta del terreno nell'intorno dello scavo al variare del modello costitutivo, è stato svolto uno studio parametrico del processo di consolidazione. Ci si è, successivamente, concentrati sulla capacità dei tre modelli costitutivi di predire l'andamento dei cedimenti, mediante confronto con le soluzioni empiriche proposte in letteratura. Infine, sono state effettuate una serie di simulazioni 3D accoppiate passo-passo con il programma agli elementi finiti Abaqus al variare della permeabilità del mezzo e del rivestimento installato, supposto infinitamente permeabile o impermeabile. È emerso che per v/k<100 o v/k>100000 non è necessario esaminare nel dettaglio la dipendenza dal tempo della risposta del suolo e si possono ottenere risultati affidabili assumendo condizioni drenate o non drenate, rispettivamente. Nei casi intermedi, invece, le condizioni sono da ritenersi transienti e l'unico modo per effettuare correttamente le analisi dei cedimenti e lo studio della stabilità del fronte è mediante analisi numeriche 3D idromeccaniche accoppiate.

Numerical and experimental investigation of structural stiffness influence on ratcheting convection cell in granular soils under cyclic loading

Lateral cyclic loaded structures in granular soils can lead to an accumulation of irreversible strains by changing their mechanical response (densification) and forming a closed convective cell in the upper layer of the bedding. In the present thesis the convective cell dimension, formation and grain migration inside this closed volume have been studied and presented in relation to structural stiffness and different loads. This relation was experimentally investigated by applying a cyclic lateral force to a scaled flexible vertical element embedded in dry granular soil. The model was monitored with a camera in order to derive the displacement field by means of the PIV technique. Modelling large soil deformation turns out to be difficult, using mesh-based methods. Consequently, a mesh-free approach (DEM) was chosen in order to investigate the granular flow with the aim of extracting interesting micromechanical information. In both the numerical and experimental analyses the effect of different loading magnitudes and different dimensions of the vertical element were considered. The main results regarded the different development, shape and dimensions of the convection cell and the surface settlements. Moreover, the Discrete Element Method has proven to give satisfactory results in the modelling of large deformation phenomena such as the ratcheting convective cell.