Silicon oxide nitride (sion) films per applicazioni fotovoltaiche

La ricerca, negli ultimi anni, si è concentrata sullo studio di materiali con energy gap più ampio del silicio amorfo a-Si per ridurre gli assorbimenti parassiti all'interno di celle fotovoltaiche ad eterogiunzione. In questo ambito, presso l'Università di Costanza, sono stati depositati layers di silicon oxynitride amorfo a-SiOxNy. Le promettenti aspettative di questo materiale legate all'elevato optical gap, superiore ai 2.0 eV, sono tuttavia ridimensionate dai problemi intrinseci alla struttura amorfa. Infatti la presenza di una grande quantit a di difetti limita fortemente la conducibilita e aumenta gli effetti di degradazione legati alla luce. In quest'ottica, nella presente tesi, sono stati riportati i risultati di analisi spettroscopiche eseguite presso il Dipartimento di Fisica e Astronomia di Bologna su campioni di silicon oxynitride nanocristallino nc-SiOxNy, analisi che hanno lo scopo di osservare come la struttura nanocristallina influisca sulle principali proprieta ottiche e sulla loro dipendenza da alcuni parametri di deposizione.

Creep deflection of low-strength reinforced concrete flexural members strengthened with carbon fiber composite sheets

The low-strength concrete is defined as a concrete where the compressive cubic strength is less than 15 MPa. Since the beginning of the last century, many low-strength concrete buildings and bridges have been built all over the world. Being short of deeper study, composite sheets are prohibited in strengthening of low-strength reinforced concrete members (CECS 146; ACI 440). Moreover, there are few relevant information about the long-term behavior and durability of strengthened RC members. This fact undoubtedly limits the use of the composite materials in the strengthening applications, therefore, it is necessary to study the behaviours of low-strength concrete elements strengthened with composite materials (FRP) for the preservation of historic constructions and innovation in the strengthening technology. Deformability is one of criteria in the design of concrete structures, and this for functionality, durability and aesthetics reasons. Civil engineer possibly encounters more deflection problems in the structural design than any other type of problem. Many materials common in structural engineering such as wood, concrete and composite materials, suffer creep; if the creep phenomenon is taken into account, checks for serviceability limit state criteria can become onerous, because the creep deformation in these materials is in the same order of magnitude as the elastic deformation. The thesis presents the results of an experimental study on the long-term behavior of low-strength reinforced concrete beams strengthened with carbon fiber composite sheets (CFRP). The work has investigated the accuracy of the long-term deflection predictions made by some analytical procedures existing in literature, as well as by the most widely used design codes (Eurocode 2, ACI-318, ACI-435).