Reforço ao corte de vigas de betão armado com compósitos de CFRP: valores experimentais vs valores analíticos

Dissertação de mestrado integrado em Engenharia Civil

Influência do tipo de adesivo no comportamento de elementos de betão reforçados com laminados de CFRP de acordo com a técnica NSM

Dissertação de mestrado integrado em Engenharia Civil

Comportamento de lajes de betão armado pré-fendilhadas e reforçadas à flexão com laminados de CFRP inseridos pré-tensionados

Dissertação de mestrado integrado em Engenharia Civil

Bases de trabalho para a avaliação do ciclo de vida de vigas em betão armado reforçadas com laminados de CFRP de acordo com as técnicas EBR e NSM

Dissertação de mestrado integrado em Engenharia Civil

Efeito do carregamento cíclico e da pré-fendilhação do betão no comportamento de lajes de betão armado reforçadas à flexão com laminados de CFRP inseridos

Dissertação de mestrado integrado em Engenharia Civil

Reforço à flexão de lajes de betão armado com laminados de CFRP pré-esforçados

Dissertação de mestrado integrado em Engenharia Civil (área de especialização em Estruturas e Geotecnia)

Failure mechanism under tensile loads in CFRP 0-90º cross-ply laminates containing voids

The failure mechanism of a voided CFRP 0-90° cross-ply laminate under tensile loads applied in one direction was studied in this Final Degree Project. For this purpose, voided coupons were manufactured for being tested and a FEA was done. In both investigations, voids were placed in 90º and 0º direction, in order to understand the void location influence. On the one hand, the behaviour of the voided laminates was investigated through a FEM in order to preview the stress distribution within the material. On the other hand, voided specimens where manufactured by applying blowing agent in between the inner layers. These specimens were tested by a quasi-static step wise tensile test where data showing its real behaviour was collected. Specimens were X-rayed after each step of the test in order to investigate the failure mechanism of the composite. Data from the test was studied so that relations such as strength of the laminates, crack density per stress, void length per first crack at the void and void area per first crack at the specimen could be characterized

Effective Structural Concrete Repair, Volume 1 of 3, Repair of Impact Damaged Prestressed Concrete Beams with CFRP, March 2004

Structural concrete is one of the most commonly used construction materials in the United States. However, due to changes in design specifications, aging, vehicle impact, etc. – there is a need for new procedures for repairing concrete (reinforced or pretressed) superstructures and substructures. Thus, the overall objective of this investigation was to develop innovative cost effective repair methods for various concrete elements. In consultation with the project advisory committee, it was decided to evaluate the following three repair methods: • Carbon fiber reinforced polymers (CFRPs) for use in repairing damaged prestressed concrete bridges • Fiber reinforced polymers (FRPs) for preventing chloride penetration of bridge columns • Various patch materials The initial results of these evaluations are presented in this three volume final report. Each evaluation is briefly described in the following paragraphs. A more detailed abstract of each evaluation accompanies the volume on that particular investigation.

Flexural strengthening of reinforced concrete beams with carbon fibers reinforced polymer (CFRP) sheet bonded to a transition layer of high performance cement-based composite

Resistance to corrosion, high tensile strength, low weight, easiness and rapidity of application, are characteristics that have contributed to the spread of the strengthening technique characterized by bonding of carbon fibers reinforced polymer (CFRP). This research aimed to develop an innovate strengthening method for RC beams, based on a high performance cement-based composite of steel fibers (macro + microfibers) to be applied as a transition layer. The purpose of this transition layer is better control the cracking of concrete and detain or even avoid premature debonding of strengthening. A preliminary study in short beams molded with steel fibers and strengthened with CFRP sheet, was carried out where was verified that the conception of the transition layer is valid. Tests were developed to get a cement-based composite with adequate characteristics to constitute the layer transition. Results showed the possibility to develop a high performance material with a pseudo strain-hardening behavior, high strength and fracture toughness. The application of the strengthening on the transition layer surface had significantly to improve the performance levels of the strengthened beam. It summary, it was proven the efficiency of the new strengthening technique, and much information can be used as criteria of projects for repaired and strengthened structures.

Caratterizzazione meccanica di calcestruzzi fibrorinforzati con fibre d'acciaio

L’utilizzo di materiali compositi come i calcestruzzi fibrorinforzati sta diventando sempre più frequente e diffuso. Tuttavia la scelta di nuovi materiali richiede una approfondita analisi delle loro caratteristiche e dei loro comportamenti. I vantaggi forniti dall’aggiunta di fibre d’acciaio ad un materiale fragile, quale il calcestruzzo, sono legati al miglioramento della duttilità e all'aumento di assorbimento di energia. L’aggiunta di fibre permette quindi di migliorare il comportamento strutturale del composito, dando vita ad un nuovo materiale capace di lavorare non solo a compressione ma anche in piccola parte a trazione, ma soprattutto caratterizzato da una discreta duttilità ed una buona capacità plastica. Questa tesi ha avuto come fine l’analisi delle caratteristiche di questi compositi cementizi fibrorinforzati. Partendo da prove sperimentali classiche quali prove di trazione e compressione, si è arrivati alla caratterizzazione di questi materiali avvalendosi di una campagna sperimentale basata sull’applicazione della norma UNI 11039/2003. L’obiettivo principale di questo lavoro consiste nell’analizzare e nel confrontare calcestruzzi rinforzati con fibre di due diverse lunghezze e in diversi dosaggi. Studiando questi calcestruzzi si è cercato di comprendere meglio questi materiali e trovare un riscontro pratico ai comportamenti descritti in teorie ormai diffuse e consolidate. La comparazione dei risultati dei test condotti ha permesso di mettere in luce differenze tra i materiali rinforzati con l’aggiunta di fibre corte rispetto a quelli con fibre lunghe, ma ha anche permesso di mostrare e sottolineare le analogie che caratterizzano questi materiali fibrorinforzati. Sono stati affrontati inoltre gli aspetti legati alle fasi della costituzione di questi materiali sia da un punto di vista teorico sia da un punto di vista pratico. Infine è stato sviluppato un modello analitico basato sulla definizione di specifici diagrammi tensione-deformazione; i risultati di questo modello sono quindi stati confrontati con i dati sperimentali ottenuti in laboratorio.

Zinco, invecchiamento e sistema immunitario: effetti sull'apoptosi e sulla proliferazione dei linfociti

Immunosenescence is characterized by a complex remodelling of the immune system, mainly driven by lifelong antigenic burden. Cells of the immune system are constantly exposed to a variety of stressors capable of inducing apoptosis, including antigens and reactive oxygen species continuously produced during immune response and metabolic pathways. The overall homeostasis of the immune system is based on the balance between antigenic load, oxidative stress, and apoptotic processes on one side, and the regenerative potential and renewal of the immune system on the other. Zinc is an essential trace element playing a central role on the immune function, being involved in many cellular processes, such as cell death and proliferation, as cofactor of enzymes, nuclear factors and hormones. In this context, the age associated changes in the immune system may be in part due to zinc deficiency, often observed in aged subjects and able to induce impairment of several immune functions. Thus, the aim of this work was to investigate the role of zinc in two essential events for immunity during aging, i.e. apoptosis and cell proliferation. Spontaneous and oxidative stress-induced apoptosis were evaluated by flow cytometry in presence of a physiological concentration of zinc in vitro on peripheral blood mononuclear cells (PBMCs) obtained from healthy subjects of different age: a group of young subjects, a group of old subjects and a group of nonagenarians. In addition, cell cycle phases were analyzed by flow cytometry in PBMCs, obtained from the subjects of the same groups in presence of different concentration of zinc. We also analyzed the influence of zinc in these processes in relation to p53 codon 72 polymorphism, known to affect apoptosis and cell cycle in age-dependent manner. Zinc significantly reduces spontaneous apoptosis in all age-groups; while it significantly increases oxidative stress-induced late apoptosis/necrosis in old and nonagenarians subjects. Some factors involved in the apoptotic pathway were studied and a zinc effect on mitochondrial membrane depolarization, cytochrome C release, caspase-3 activation, PARP cleavage and Bcl-2 expression was found. In conclusion, zinc inhibits spontaneous apoptosis in PBMCs contrasting the harmful effects due to the cellular culture conditions. On the other hand, zinc is able to increase toxicity and induce cell death in PBMCs from aged subjects when cells are exposed to stressing agents that compromise antioxidant cellular systems. Concerning the relationship between the susceptibility to apoptosis and p53 codon 72 genotype, zinc seems to affect apoptosis only in PBMCs from Pro- people suggesting a role of this ion in strengthening the mechanism responsible of the higher propensity of Pro- towards apoptosis. Regarding cell cycle, high doses of zinc could have a role in the progression of cells from G1 to S phase and from S to G2/M phase. These effect seems depend on the age of the donor but seems to be unrelated to p53 codon 72 genotype. In order to investigate the effect of an in vivo zinc supplementation on apoptosis and cell cycle, PBMCs from a group of aged subjects were studied before and after six weeks of oral zinc supplementation. Zinc supplementation reduces spontaneous apoptosis and it strongly reduces oxidative stress-induced apoptosis. On the contrary, no effect of zinc was observed on cell cycle. Therefore, it’s clear that in vitro and in vivo zinc supplementation have different effects on apoptosis and cell cycle in PBMCs from aged subjects. Further experiments and clinical trials are necessary to clarify the real effect of an in vivo zinc supplementation because this preliminary data could encourage the of this element in all that disease with oxidative stress pathogenesis. Moreover, the expression of metallothioneins (MTs), proteins well known for their zinc-binding ability and involved in many cellular processes, i.e. apoptosis, metal ions detoxification, oxidative stress, differentiation, was evaluated in total lymphocytes, in CD4+ and in CD8+ T lymphocytes from young and old healthy subjects in presence of different concentration of zinc in vitro. Literature data reported that during ageing the levels of these proteins increase and concomitantly they lose the ability to release zinc. This fact induce a down-regulation of many biological functions related to zinc, such as metabolism, gene expression and signal transduction. Therefore, these proteins may turn from protective in young-adult age to harmful agents for the immune function in ageing following the concept that several genes/proteins that increase fitness early in life may have negative effects later in life: named “Antagonistic Pleyotropy Theory of Ageing”. Data obtained in this work indicate an higher and faster expression of MTs with lower doses of zinc in total lymphocytes, in CD4+ and in CD8+ T lymphocytes from old subjects supporting the antagonistic pleiotropic role of these proteins.