Studio dell’effetto di cicli termici su materiali CFRP (Carbon Fiber Reinforced Polymer) attraverso prove di caratterizzazione statica

L’intento di questa tesi è fornire un andamento di alcune proprietà dei materiali compositi in fibra di carbonio, CFRP, utilizzati soprattutto nell’ambito aeronautico e navale, esposti quindi a condizioni ambientali specifiche di variazione ciclica della temperatura. Lo studio è effettuato sulle prove di caratterizzazione statica, di compressione, flessione in tre punti e taglio interlaminare, che generano risultati sulla resistenza delle fibre e della matrice e sul modulo elastico a compressione e trazione del composito.

Fiber beam-columns models with flexure-shear interaction for nonlinear analysis of reinforced concrete structures

The aim of this study was to develop a model capable to capture the different contributions which characterize the nonlinear behaviour of reinforced concrete structures. In particular, especially for non slender structures, the contribution to the nonlinear deformation due to bending may be not sufficient to determine the structural response. Two different models characterized by a fibre beam-column element are here proposed. These models can reproduce the flexure-shear interaction in the nonlinear range, with the purpose to improve the analysis in shear-critical structures. The first element discussed is based on flexibility formulation which is associated with the Modified Compression Field Theory as material constitutive law. The other model described in this thesis is based on a three-field variational formulation which is associated with a 3D generalized plastic-damage model as constitutive relationship. The first model proposed in this thesis was developed trying to combine a fibre beamcolumn element based on the flexibility formulation with the MCFT theory as constitutive relationship. The flexibility formulation, in fact, seems to be particularly effective for analysis in the nonlinear field. Just the coupling between the fibre element to model the structure and the shear panel to model the individual fibres allows to describe the nonlinear response associated to flexure and shear, and especially their interaction in the nonlinear field. The model was implemented in an original matlab® computer code, for describing the response of generic structures. The simulations carried out allowed to verify the field of working of the model. Comparisons with available experimental results related to reinforced concrete shears wall were performed in order to validate the model. These results are characterized by the peculiarity of distinguishing the different contributions due to flexure and shear separately. The presented simulations were carried out, in particular, for monotonic loading. The model was tested also through numerical comparisons with other computer programs. Finally it was applied for performing a numerical study on the influence of the nonlinear shear response for non slender reinforced concrete (RC) members. Another approach to the problem has been studied during a period of research at the University of California Berkeley. The beam formulation follows the assumptions of the Timoshenko shear beam theory for the displacement field, and uses a three-field variational formulation in the derivation of the element response. A generalized plasticity model is implemented for structural steel and a 3D plastic-damage model is used for the simulation of concrete. The transverse normal stress is used to satisfy the transverse equilibrium equations of at each control section, this criterion is also used for the condensation of degrees of freedom from the 3D constitutive material to a beam element. In this thesis is presented the beam formulation and the constitutive relationships, different analysis and comparisons are still carrying out between the two model presented.

Selektiv deblockierbare 2,6-Diamino-2,6-didesoxy-D-glucose-Scaffolds für die kombinatorische Synthese potentieller RNA-Liganden

Aminoglydosid-Antibiotika wie Neomycin B oder Cyclopeptid-Antibiotike wie Viaomycin sind dafür bekannt, daß sie selektiv an RNA binden können. Diese Interaktionen beruhen sowohl auf elektrostatischen Wechselwirkungen als auch auf H-Brücken-Bindungen. Des weiteren ist die definierte räumliche Anordnung von Donor- und Akzeptor-Resten in den Strukturen der RNA-Liganden wichtig für die Affinität. Eine Möglichkeit natürliche RNA-Liganden zu imitieren ist der Einsatz polyfunktioneller Template wie zum Beispiel das 2,6-Diamino-2,6-didesoxy-D-glucose-Scaffold. Mit Hilfe dieser Scaffolds können dann verschiedene positv geladene Reste und Donatoren sowie Akzeptoren für H-Brücken-Bindungen oder auch Interkalatoren räumlich definiert präsentiert werden. Für die unabhängige Funktionalisierung einer jeden Position ist ein Satz orthogonal stabiler Schutzgruppen nötig, wobei eine Hydroxylguppe durch einen Anker ersetzt wird, der eine Anbindung des Scaffolds an einen polymeren Träger ermöglicht. Das neu entwickelte 2,6-Diamino-2,6-didesoxy-D-glucose-Scaffold ist das erste Monosaccharid-Templat, das in allen fünf Positionen mit orthogonal stabilen Schutzgruppen blockiert ist. Alle Positionen könne in beliebiger Reihenfolge selektiv deblockiert und anschließend derivatisiert werden. Das Scaffold kann mit Aminosäuren, Guanidinen oder Interkalatoren umgesetzt werden, um so natürlich vorkommende RNA-bindende Aminoglycoside oder Peptide zu imitieren. Aufbauend auf diesem Monosaccharid-Templat wurde eine Bibliothek von über 100 potentiellen RNA-Liganden synthetisiert, die im Rahmen des Sonderforschungsbereichs 579 (RNA-Liganden-Wechselwirkungen) in Zellassays auf ihre Fähigkeit zur Hemmung der Tat/TAR-Wechselwirkung untersucht wurden, wobei bis jetzt 9 Verbindungen mit einer hemmenden Wirkung im micromolaren Bereich gefunden wurden.

Development of newly conceived biomimetic nano-structured biomaterials as scaffolds for bone and osteochondral regeneration

The present research thesis was focused on the development of new biomaterials and devices for application in regenerative medicine, particularly in the repair/regeneration of bone and osteochondral regions affected by degenerative diseases such as Osteoarthritis and Osteoporosis or serious traumas. More specifically, the work was focused on the synthesis and physico-chemical-morphological characterization of: i) a new superparamagnetic apatite phase; ii) new biomimetic superparamagnetic bone and osteochondral scaffolds; iii) new bioactive bone cements for regenerative vertebroplasty. The new bio-devices were designed to exhibit high biomimicry with hard human tissues and with functionality promoting faster tissue repair and improved texturing. In particular, recent trends in tissue regeneration indicate magnetism as a new tool to stimulate cells towards tissue formation and organization; in this perspective a new superparamagnetic apatite was synthesized by doping apatite lattice with di-and trivalent iron ions during synthesis. This finding was the pin to synthesize newly conceived superparamagnetic bone and osteochondral scaffolds by reproducing in laboratory the biological processes yielding the formation of new bone, i.e. the self-assembly/organization of collagen fibrils and heterogeneous nucleation of nanosized, ionically substituted apatite mimicking the mineral part of bone. The new scaffolds can be magnetically switched on/off and function as workstations guiding fast tissue regeneration by minimally invasive and more efficient approaches. Moreover, in the view of specific treatments for patients affected by osteoporosis or traumas involving vertebrae weakening or fracture, the present work was also dedicated to the development of new self-setting injectable pastes based on strontium-substituted calcium phosphates, able to harden in vivo and transform into strontium-substituted hydroxyapatite. The addition of strontium may provide an anti-osteoporotic effect, aiding to restore the physiologic bone turnover. The ceramic-based paste was also added with bio-polymers, able to be progressively resorbed thus creating additional porosity in the cement body that favour cell colonization and osseointegration.

Shear behaviour of reinforced cconcrete slab under concentrated load: an investigation through non-linear and sequentially linear analysis

English: The assessment of safety in existing bridges and viaducts led the Ministry of Public Works of the Netherlands to finance a specific campaing aimed at the study of the response of the elements of these infrastructures. Therefore, this activity is focused on the investigation of the behaviour of reinforced concrete slabs under concentrated loads, adopting finite element modeling and comparison with experimental results. These elements are characterized by shear behaviour and crisi, whose modeling is, from a computational point of view, a hard challeng, due to the brittle behavior combined with three-dimensional effects. The numerical modeling of the failure is studied through Sequentially Linear Analysis (SLA), an alternative Finite Element method, with respect to traditional incremental and iterative approaches. The comparison between the two different numerical techniques represents one of the first works and comparisons in a three-dimensional environment. It's carried out adopting one of the experimental test executed on reinforced concrete slabs as well. The advantage of the SLA is to avoid the well known problems of convergence of typical non-linear analysis, by directly specifying a damage increment, in terms of reduction of stiffness and resistance in particular finite element, instead of load or displacement increasing on the whole structure . For the first time, particular attention has been paid to specific aspects of the slabs, like an accurate constraints modeling and sensitivity of the solution with respect to the mesh density. This detailed analysis with respect to the main parameters proofed a strong influence of the tensile fracture energy, mesh density and chosen model on the solution in terms of force-displacement diagram, distribution of the crack patterns and shear failure mode. The SLA showed a great potential, but it requires a further developments for what regards two aspects of modeling: load conditions (constant and proportional loads) and softening behaviour of brittle materials (like concrete) in the three-dimensional field, in order to widen its horizons in these new contexts of study.

Study of the mechanisms of shear transfer in fiber-reinforced concrete elements

matlab functions for the validation of push-off tests results

Selektiv deblockierbare Diamino-D-Galactose-Scaffolds für die kombinatorische Synthese potentieller RNA-Liganden

Die Aufklärung der Schlüsselrolle der RNA in zahlreichen biologischen Prozessen, die sich aus ihren selektiven Wechselwirkungen mit anderen RNA-Molekülen, Proteinen, Peptiden bzw. Antibiotika ergibt, ist für die Wirkstoffforschung von großer Bedeutung. Die Aminoglycoside und Antibiotika, die durch eine Hemmung der Proteinbiosynthese schon seit längerem bekannt sind, dienen als Leitstrukuren für die Synthese von weiteren Wirkstoffen. Die meisten Aminoglycosid-Antibiotika beinhalten Aminozucker, die mit dem rn2-Desoxystreptamin-Gerüst verbunden sind. Die stereochemische Vielfalt der Substitutionsstellen für Amino- und Hydroxylgruppen in diesem Gerüst und deren beschränkte konformative Flexibilität bieten vielseitige Möglichkeiten, um potenzielle RNA-Liganden so zu gestalten, dass es zu einer spezifischen Erkennung von RNA-Strukturen kommen kann. Ein wichtiger Vertreter dieser Antibiotika, Neomycin B, von dessen Struktur die Entwicklung des Diaminogalactose-Templates abgeleitet wurde, wurde in dieser Arbeit als Leitstruktur gewählt. Die Synthese von Diaminogalactose-Scaffolds wurde zunächst in Lösung durchgeführt. Anschließend wurden die Bausteine 2 und 4 an einen polymeren Träger gebunden.rnNach Prüfung der orthogonalen Stabilität der Schutzgruppen wurde mit den Scaffolds 2 und 4 eine Bibliothek von 65 Verbindungen hergestellt. Mit 42 dieser Verbindungen wurden anschließend Zellassays im Rahmen des Sonderforschungsbereichs 579 (RNA-Liganden-Wechselwirkungen) durchgeführt, um ihre Cytotoxizität zu prüfen. Für einzelne Verbindungen konnten die optimalen Konzentrationen bestimmt werden, bei denen zukünftige Tests für die Tat/TAR Wechselwirkung ohne störende cytotoxische Effekte durchgeführt werden können.rn

Analysis of an innovative slim floor composite beam conformed by a custom GFRP pultruded profile and reinforced concrete.

GFRP pultruded profiles have shown to be structural profiles with great stiffness, strenght and very low specific weight, making it a great candidate for the rehabilitation of damaged strucutres. To further enhance the strucutral mechanism of these type of beams, the Slimflor composite structural system has lead as basis for this analysis; by replacing the steel beam with a GFRP pultruded profile. To further increase its composite action, a continuous shear connector has been set as part of the beam cross section as well as its needed reinforcement and fire protection.

Utilizzo industriale di cfrp (carbon fiber reinforced polymers) nanomodificati con nanofibre prodotte per elettrospinning

Attraverso questo studio sono state indagate le proprietà di compositi laminati in fibra di carbonio (CFRP) nano-modificati con nanofibre in Nylon 6.6, in termini di resistenza al danneggiamento da impatti a bassa velocità (con caratterizzazione Drop Weight at Low Velocity) e di smorzamento della vibrazione (con caratterizzazione a damping). Sono stati indagate due configurazioni di nanorinforzo differenti, confrontate con le prestazioni di provini vergini laminati tradizionalmente. Sono infine state operate delle analisi grafiche delle micrografie di campioni sezionati per trarre conclusioni di carattere tecnologico.

Fiber-reinforced ceramics for thermostructural applications, produced by polymer impregnation pyrolysis

Several CFCC (Continuous Fiber Composite Ceramics) production processes were tested, concluding that PIP (Polymer Impregnation, or Infiltration, Pyrolysis) and CBC (Chemically Bonded Ceramics) based procedures have interesting potential applications in the construction and transportation fields, thanks to low costs to get potentially useful thermomechanical performances. Among the different processes considered during the Doctorate (from the synthesis of new preceramic polymers, to the PIP production of SiC / SiC composites) the more promising results came from the PIP process with poly-siloxanes on basalt fabrics preforms. Low processing time and costs, together with fairly good thermomechanical properties were demonstrated, even after only one or two PIP steps in nitrogen flow. In alternative, pyrolysis in vacuum was also tested, a procedure still not discussed in literature, but which could originate an interesting reduction of production costs, with only a moderate detrimental effect on the mechanical properties. The resulting CFCC is a basalt / SiCO composite that can be applied for continuous operation up to 600°C, also in oxidant environment, as TG and XRD demonstrated. The failure upon loading is generally pseudo-plastic, being interlaminar delamination the most probable rupture mechanism. . The strength depends on several different factors (microstructure, polymer curing and subsequent ceramic phase evolution, fiber pull-out, fiber strength, fiber percentage) and can only be optimized empirically. In order to be open minded in selecting the best technology, also CBC (Chemically Bonded Ceramics) matrixes were considered during this Doctorate, making some preliminary investigations on fire-resistant phosphate cements. Our results on a commercial product evidenced some interesting thermomechanical capabilities, even after thermal treatments. However the experiments showed also phase change and possible cracking and deformations even on slow drying (at 130°C) and easy rehydration upon exposure to environmental humidity.

Design and fabrication of biocompatible scaffolds for the regeneration of tissues

Regenerative medicine and tissue engineering attempt to repair or improve the biological functions of tissues that have been damaged or have ceased to perform their role through three main components: a biocompatible scaffold, cellular component and bioactive molecules. Nanotechnology provide a toolbox of innovative scaffold fabrication procedures in regenerative medicine. In fact, nanotechnology, using manufacturing techniques such as conventional and unconventional lithography, allows fabricating supports with different geometries and sizes as well as displaying physical chemical properties tunable over different length scales. Soft lithography techniques allow to functionalize the support by specific molecules that promote adhesion and control the growth of cells. Understanding cell response to scaffold, and viceversa, is a key issue; here we show our investigation of the essential features required for improving the cell-surface interaction over different scale lengths. The main goal of this thesis has been to devise a nanotechnology-based strategy for the fabrication of scaffolds for tissue regeneration. We made four types of scaffolds, which are able to accurately control cell adhesion and proliferation. For each scaffold, we chose properly designed materials, fabrication and characterization techniques.