Submitted by SBI Biblioteca Digital (sbi.bibliotecadigital@puc-campinas.edu.br) on 2017-03-23T12:34:35Z No. of bitstreams: 1 RENAN SERRALVO CAMPOS.pdf: 14804663 bytes, checksum: d21aa4db3ac6aef546c6f30dc795691b (MD5) / Made available in DSpace on 2017-03-23T12:34:35Z (GMT). No. of bitstreams: 1 RENAN SERRALVO CAMPOS.pdf: 14804663 bytes, checksum: d21aa4db3ac6aef546c6f30dc795691b (MD5) Previous issue date: 2017-02-15 / Coordena??o de Aperfei?oamento de Pessoal de N?vel Superior - CAPES / The high consumption of natural resources and energy, coupled with the significant amount of solid waste generated by the construction activities, makes this sector one of the most responsible for environmental impacts. The recycling of mineral fraction of construction and demolition wastes (CDW), in form of aggregates, is seen as an alternative to reduce these impacts. In this way, the aim of this study was to investigate the influence of recycled aggregates on the rheological, mechanical properties, physical indexes and surface finish of self-compacting concrete (SCC). For this, eight compositions of SCC were analyzed, using the Repette-Melo method and Alfred model, which is based on the concept of particle packing, for the mix design of concretes. Thus, two reference mixtures, composed only of natural aggregates, were established. The other mixtures used recycled fine and/or coarse aggregates instead of natural aggregates, at 20% by mass. The properties of fresh concrete were evaluated with respect to the flowability, viscosity (measure of the speed of flow), passing ability and segregation resistance. In hardened state, compressive strength, splitting tensile strength, static modulus of elasticity, water absorption by immersion and by capillarity, density and voids index were determined. In this study, rheological characterization of cement pastes and mortars destined to the production of SCC was also carried out using rotational rheometry. Rheological characterization of pastes, mortars and concretes is a suitable way to evaluate the behavior of these composites in fresh state, providing useful information that will aid in mix design process and quality control. Another property evaluated was the surface finish of concretes and mortars and the possible correlation of this with the rheological parameters. Through the results obtained it was possible to verify the loss of fluidity in mortars and concretes that used recycled aggregates. Regarding the mechanical properties, different behaviors were observed in concretes produced with recycled aggregates: those that were dosed by Repette-Melo method did not show a significant decrease of these properties; while the concretes dosed by the concept of particle packing exhibited a great reduction in mechanical properties. Concretes produced with recycled aggregates still showed an increase in water absorption by immersion, voids index and capillary absorption, when comparing to the respective reference mixtures. It was possible to observe a good linear correlation between surface finish and shear stress of mortars. In the case of concretes, the slump-flow was the property that best correlated with the quality of surface finish. / O elevado consumo de recursos naturais e energia, associado ao expressivo montante de res?duos s?lidos gerados pelas atividades de constru??o civil faz deste setor um dos maiores respons?veis por impactos ambientais. A reciclagem da fra??o mineral dos res?duos de constru??o e demoli??o (RCD), na forma de agregados, ? vista como uma alternativa para a diminui??o destes impactos. Isto posto, o objetivo deste estudo foi investigar a influ?ncia dos agregados reciclados nas propriedades reol?gicas, mec?nicas, ?ndices f?sicos e no acabamento superficial de concretos autoadens?veis (CAA). Para isso, foram analisadas oito composi??es de CAA, sendo empregados o m?todo de Repette-Melo e o modelo de Alfred, que tem por base o conceito de empacotamento de part?culas, para a dosagem dos concretos. Assim, foram estabelecidos dois tra?os de refer?ncia, compostos apenas por agregados naturais. As demais misturas utilizaram agregados mi?dos e/ou gra?dos reciclados em substitui??o aos agregados naturais, no teor de 20%, em massa. As propriedades do concreto fresco foram avaliadas no que diz respeito ao espalhamento, tempo de escoamento, habilidade passante e resist?ncia ? segrega??o. No estado endurecido foram determinadas as resist?ncias ? compress?o e ? tra??o por compress?o diametral, o m?dulo de elasticidade est?tico, a absor??o de ?gua por imers?o e por capilaridade, a massa espec?fica e o ?ndice de vazios. Neste estudo tamb?m foi realizada a caracteriza??o reol?gica das pastas de cimento e das argamassas destinadas ? produ??o dos CAA?s, por meio de reometria rotacional. A caracteriza??o reol?gica de pastas, argamassas e concretos ? uma forma adequada para avaliar o comportamento destes comp?sitos no estado fresco, podendo prover informa??es ?teis que auxiliar?o no processo de dosagem e controle de qualidade. Outra propriedade avaliada foi o acabamento superficial dos concretos e argamassas e a poss?vel correla??o deste com os par?metros reol?gicos. Atrav?s dos resultados obtidos foi poss?vel constatar perda de fluidez nas argamassas e concretos que empregaram agregados reciclados. No que tange as propriedades mec?nicas, foram observados comportamentos distintos nos concretos produzidos com agregados reciclados: ?queles dosados pelo m?todo de Repette-Melo n?o apresentaram decr?scimo significativo destas propriedades; enquanto que, os concretos dosados com base no conceito de empacotamento de part?culas exibiram grande redu??o nas propriedades mec?nicas avaliadas. Os concretos produzidos com agregados reciclados ainda apresentaram aumento na absor??o de ?gua por imers?o, no ?ndice de vazios e na absor??o capilar, quando comparados aos respectivos tra?os de refer?ncia. Foi poss?vel observar boa correla??o linear entre o acabamento superficial e a tens?o de cisalhamento das argamassas. No caso dos concretos, o di?metro de espalhamento foi a propriedade que melhor se correlacionou com a qualidade do acabamento superficial.

Esse trabalho tem como objetivo estabelecer um método simples de ensaio que permita determinar a resistência à tração e módulo elástico de partículas individuais de agregados graúdos naturais submetidas à carga de compressão. O método de ensaio foi desenvolvido baseado no ensaio de carga pontual (Point Load Test) que permite obter a resistência à tração de partículas. Para a determinação do módulo de elasticidade foi acoplado ao método um LVDT e foi satisfeita a condição para aplicação da teoria de contato de Hertz (contato curvo-plano entre as partículas e as fixações de aplicação da carga). Inicialmente a metodologia foi avaliada utilizando como material de referência partículas de vidro (com geometrias similares aos agregados). Após a validação no vidro, o método de ensaio foi aplicado em agregados graúdos de granito. Propôs-se um método de seleção de partículas com base na sua distribuição de frequência de absorção, com o intuito de reduzir a quantidade de partículas testadas mecanicamente necessárias para obter a distribuição de Weibull da resistência à tração (e módulo de elasticidade). Para tanto, foi feita a determinação da absorção de água individual de centenas de partículas selecionadas por amostragem a esmo da população de agregados. Com base nos resultados, foi possível determinar a distribuição de Weibull da resistência à tração e módulo de elasticidade das partículas. Observou-se que as resistências à tração variaram de 3 a 15 MPa. Os agregados possuíam aproximadamente 10% da população de partículas com resistência à tração inferior a 5 MPa, o que pode influenciar as classes de resistência à compressão de concretos >50MPa. Os módulos elásticos dos agregados também foram variáveis (18-67 GPa) e aproximadamente 10% da população de partículas com módulo elástico <30 GPa. Isso pode limitar o módulo de elasticidade do concreto (que geralmente é em torno de 27 GPa), dependendo do processo de escolha dos agregados. As funções exponenciais inversas fundamentais entre essas propriedades mecânicas e a porosidade foram confirmadas (para valores médios). / The aim of this work is to establish a simple test method to determine the tensile strength and elastic modulus of individual natural aggregate particles subjected to a compression load. The test method was developed based on the Point Load Test, that allows to obtain the tensile strength of particles. For the determination of the elastic modulus, an LVDT was coupled to the method and the condition for application of Hertz contact theory (curved-plane contact between the particles and the load application fixations) was satisfied. Initially, the method was evaluated using glass particles as reference (with geometries similar to aggregates). After validation on the glass, the test method was applied to coarse granite aggregates. A method of particle selection was proposed based on its absorption frequency distribution, in order to reduce the amount of mechanically tested particles required to obtain the Weibull distribution of tensile strength (and elastic modulus). For this purpose, the determination of the individual water absorption of hundreds of particles selected by random sampling of the population of aggregates was made. Based on the results, it was possible to determine the Weibull distribution of the tensile strength and elastic modulus of the particles. The tensile strengths ranged from 3 to 15 MPa. The aggregates had approximately 10% of the particles population with tensile strength less than 5 MPa, which may influence the classes of concrete with compressive strength > 50MPa. The elastic modulus of the aggregates was also variable (18-67 GPa), with approximately 10% of the particle population with elastic modulus <30 GPa. This may limit the elastic modulus of the concrete (usually around 27 GPa) depending on how the aggregates are selected. The fundamental inverse exponential functions between these mechanical properties and the porosity were confirmed (for mean values).

Expansive clay mineral contamination of road aggregate materials in Texas is a persistent problem. Hydrous layer silicate minerals - particularly smectites - in concretes are associated with decreased strength and durability in Portland cement and asphalt concretes. The Texas Department of Transportation (TXDOT) and Texas A&M Transportation Institute (TTI) evaluated the methylene blue adsorption test for its potential to identify and estimate quantities of expansive clays in aggregate stockpiles. Clay mineral quantification was completed for 27 geologically-diverse aggregate materials from Texas, Oklahoma, and Arkansas. X-ray diffraction analysis (XRD) of separated clays on glass was conducted, and NEWMOD was utilized to model the resulting diffraction patterns. Methylene blue adsorption (MBA) and cation exchange capacity (CEC) of clay fractions (< 2µm) and -40 mesh screenings (< 400 µm) were determined for most aggregates. Many of the aggregates exhibited significant quantities of expansive clay minerals such as smectite, which are linked to deleterious performance properties in concretes. While the majority of aggregates were derived from crushed limestone or calcareous river gravel parent materials, severalexhibited uncommon origins and unusual clay mineralogy. Due to the relatively low number of aggregates tested and diverse geological origins of the different aggregates,it proved difficult to formalize any conclusions abouttrendsbetweenthedifferent aggregate performance properties.

Alkali-silica reaction (ASR) is a common deterioration mechanism responsible for numerous concrete durability issues. Since ASR was first discovered in the 1940's, a significant number of investigations have been carried out in order to understand its mechanisms. However, due to the complexity of the reaction and to the numerous factors that affect its development, many aspects still remain unexplained. The research described in this document was funded by the Texas Department of Transportation (TxDOT), and it focused on a specific type of reactive aggregates, known as 'pessimum'; they present an unexpected behavior with respect to the relation between the amount of material present in the mixture and the extent of ASR related damage. The main objective of this investigation was to determine a method for identifying aggregates that exhibit the 'pessimum' behavior by means of a short-term testing regime. Modified versions of the Accelerated Mortar Bar Test (AMBT) and the Concrete Microbar Test (CMBT) were considered for this purpose. In addition, the behavior of a selected group of 'pessimum' aggregates in the Concrete Prism Test (CPT) and the Chemical Method was evaluated. The petrographic characteristics for a reduced number of the aggregates studied were linked to their performance in the ASR tests. The results obtained from the experimental program conducted were combined with results from previous investigations performed at UT Austin to draw conclusions about the overall behavior of ‘pessimum’ aggregates. ‘Pessimum’ aggregates were successfully identified with a modification proposed to the AMBT. As for their behavior, it was found that depending on the amount of reactive constituents present in each test, these aggregates are classified as reactive (for low chert contents) or as non-reactive (for chert contents above the 'pessimum' proportion). Whether these aggregates will generate durability problems depends on the amount of reactive silica in the concrete mixture. / text

The characteristics of fine aggregates, such as shape, angularity, and surface texture, have been shown to influence the performance of concrete and asphalt mixtures and to play an important role in obtaining valuable properties of early age concrete such as workability, and compatibility. However, the measurement of fine aggregate characteristics is not easy. In the present study, 26 fine aggregates, covering a wide spectrum of mineralogy, were examined using direct and indirect test methods in order to evaluate the shape, angularity, and surface texture, as well as to analyze the gradation. The direct test methods, such as AIMS and Camsizer, which provide a digital image of the aggregates proved to be the best. However, the cost of such systems can limit the use of digital imagining systems in practice. The indirect test methods which provide an estimate of aggregate surface characteristics, such as uncompacted void test, mortar flow test, compressive strength test, and flakiness test gave variable results. The uncompacted void test (Method A) was shown to be the most accurate indirect test method. The Camsizer and the sieve analysis test produced identical gradation analysis results when an adequate sample was used. General correlations were developed between the direct and indirect test methods. The non-approved fine aggregates on the TxDOT’s list were analyzed and compared to those of the approved fine aggregates to see whether they could be successfully used. It was found that both LS-5 and LS-8 had good results—even better than the results of some of the approved fine aggregates. Thus, they could be successfully used. / text

Σκοπός της διατριβής είναι η διερεύνηση των τεχνικογεωλογικών συνθηκών στο Νομό Αχαΐας σχετικά με την αναζήτηση αδρανών υλικών για διάφορες χρήσεις. Εξετάζονται οι γενικές, γεωμετρικές, φυσικές και μηχανικές ιδιότητες των χαλαρών αποθέσεων του Νομού οι οποίες βρίσκονται σε αφθονία στην περιοχή και μπορούν να αποτελέσουν φυσικά κοιτάσματα απόληψης αδρανών υλικών χαμηλής ποιότητας και των ασβεστολιθικών σχηματισμών που χρησιμοποιούνται κατά βάση για την παραγωγή θραυστών αδρανών. Δημιουργήθηκε βάση δεδομένων με τη βοήθεια των Γεωγραφικών Συστημάτων Πληροφοριών όπου αποτυπώνονται σε χάρτες οι περιοχές που πληρούν τα κριτήρια για να χρησιμοποιηθούν ως πηγές λήψης αδρανών υλικών με στόχο την ορθολογική διαχείριση. Τα κυριότερα προβλήματα που παρουσιάζουν οι χαλαρές αδρομερείς αποθέσεις που εξετάστηκαν είναι το μεγάλο ποσοστό παιπάλης σε πολλές περιοχές καθώς και η παρουσία κερατολιθικού υλικού που φτάνει σε ποσοστό μέχρι και 23%. / In this thesis the engineering geological conditions in Achaia prefecture are examined, in order to find materials suitable for aggregates. The general, geometrical, physical and mechanical parameters of the sand and gravel deposits examined as they are in abundance in the wider area in order to locate areas suitable for the quarrying of low quality aggregates. Moreover limestone representative samples were examined as crushed stone aggregates. Issues such as location, abundance, type and quality and general characteristics of aggregate addressed using GIS technology, while because statutory regulations, technological capabilities and available funding change with time, the maps are designed to provide a resource data base that will be useful over the years. The main problems of the examined deposits are the localy high percentage of filler which deminish the results of the sand equivalent and the quite high percentage of chert content which deminish their density and increase their soundness.

Στην παρούσα Διδακτορική Διατριβή σχεδιάστηκαν και συντέθηκαν με πολυμερισμό μέσω μεταφοράς ομάδας (group transfer polymerization, GTP) τέσσερα νέα πρότυπα “ευφυή” υδατοδιαλυτά συμπολυμερή, τα οποία αυτοοργανώνονται σε υδατικά διαλύματα σε δομές μικκυλίων ή ελαστικού φυσικού δικτύου, αποκρινόμενα άμεσα σε μεταβολές του pH, της θερμοκρασίας και της ιοντικής ισχύος του διαλύματος. Η καινοτομία των πολυμερών που συντέθηκαν οφείλεται στο γεγονός ότι σε ένα συσταδικό συμπολυμερές ενσωματώθηκε μία στατιστική συστάδα, η οποία παρουσιάζει ιδιότητες που είναι συνδυασμός των ιδιοτήτων των μονομερών που την αποτελούν. Ο γενικός τύπος των πολυμερών που μελετήθηκαν είναι A-b-(B-co-C) και A-b-(B-co-C)-b-A. Η συστάδα Α μπορούσε να είναι υδρόφιλη ή υδρόφοβη ενώ η στατιστική συστάδα ήταν είτε ένας πολυαμφολύτης με ρυθμιζόμενο ισοηλεκτρικό σημείο (ΙΗΣ), είτε μια υδρόφιλη συστάδα με ρυθμιζόμενη κατώτερη κρίσιμη θερμοκρασία διάλυσης (LCST). Ο πολυαμφολύτης φορτίζεται θετικά σε όξινα διαλύματα, καθίσταται ουδέτερος στο ισοηλεκτρικό του σημείο και τέλος φορτίζεται αρνητικά σε διαλύματα με υψηλό pH.  Συμπολυμερή του τύπου A-b-(B-co-C) Συντέθηκαν τρία διαφορετικά συμπολυμερή αυτού του τύπου: Στην πρώτη περίπτωση η συστάδα Α είναι το υδρόφοβο PMMA και η στατιστική συστάδα είναι ο πολυαμφολύτης P(DEA-co-MAA). Το πολυμερές PMMA-b-P(DEA-co-MAA) σχηματίζει μικκύλια σε υδατικά διαλύματα με τη συστάδα PMMA στον πυρήνα και τη στατιστική συστάδα στην κορώνα να είναι είτε θετικά φορτισμένη σε χαμηλό pH είτε αρνητικά φορτισμένη σε υψηλό pH. Στο ΙΗΣ του πολυαμφολύτη το πολυμερές συσσωματώνεται και καθιζάνει. Εμπνεόμενοι από τη δομή των μικκυλιακών συσσωματωμάτων συντέθηκε το επαμφοτερίζον αστεροειδές πολυμερές [PMMA-b-P(DEA-co-MAA)]n, το οποίο δημιουργεί μονομοριακά μικκύλια με πυρήνα PMMA και κορόνα που αλλάζει φορτίο ανάλογα με το pH του διαλύματος. Στη δεύτερη περίπτωση η στατιστική συστάδα παραμένει o πολυαμφολύτης P(DEA-co-MAA) και η συστάδα Α είναι το υδρόφιλο PEGMA, το οποίο παρουσιάζει LCST και σε υδατικά διαλύματα του πολυμερούς σχηματίζονται τρία είδη μικκυλίων. Στο ΙΗΣ και σε θερμοκρασία δωματίου σχηματίζονται μικκύλια με τη συστάδα P(DEA-co-MAA) στον πυρήνα και την υδρόφιλη συστάδα PEGMA στην κορώνα. Ωστόσο σε θεμρμοκρασία μεγαλύτερη από την LCST και σε pH εκτός της περιοχής του ΙΗΣ του πολυαμφολύτη, η συστάδα PEGMA συρρικνώνεται, οπότε δημιουργούνται μυκκίλια με πυρήνα τη συστάδα PEGMA και κορώνα τη συστάδα P(DEA-co-MAA). Σε χαμηλό pH η κορώνα είναι θετικά φορτισμένη, ενώ σε υψηλό είναι αρνητικά φορτισμένη. Τέλος στο τρίτο πολυμερές η στατιστική συστάδα αποτελείται από ένα υδρόφιλο και ένα υδρόφοβο μονομερές P(EGMA-co-MMA) και η LCST της συστάδας αυτής μειώνεται με αύξηση του ποσοστού του υδρόφοβου μονομερούς. Ο συνδιασμός μιας τέτοιας συστάδας και μιας συστάδας κατιονικού πολυηλεκτρολύτη (PDEA) σε ένα δισυσταδικό συμπολυμερές οδηγει σε ένα υλικό με πλούσιες ιδιότητες επηρεαζόμενες από τη θερμοκρασία και το pH. Σε χαμηλές θερμοκρασίες και όξινο περιβάλλον είναι μοριακά διαλυτό, αφού και οι δύο συστάδες είναι υδρόφιλες. Με αύξηση του pH ή της θερμοκρασίας συμπολυμερές αυτο-οργανώνεται αυτόματα σε δύο διαφορετικά μικκυλιακά συσσωματώματα με τον πυρήνα και την κορώνα να εναλλάσσονται μεταξύ τους (“σχιζοφρενική” συμπεριφορά). Τέλος με ταυτόχρονη αύξηση του pH και της θερμοκρασίας το συμπολυμερές καταβυθίζεται.  Συμπολυμερή του τύπου A-b-(B-co-C)-b-A Με βάση το πολυμερές PMMA-b-P(DEA-co-MAA) συντέθηκε ο τηλεχηλικός πολυαμφολύτης PMMA-b-P(DEA-co-MAA)-b-PMMA. Σε διαλύματα του πολυμερούς και σε pΗ έξω από την περιοχή του ΙΗΣ του πολυαμφολύτη, δημιουργούνται συσσωματώματα πεπερασμένου μεγέθους (στην ημιαραιή περιοχή συγκεντρώσεων), ενώ σε πυκνά διαλύματα σχηματίζεται άπειρο φυσικό δίκτυο. Υδατοπηκτώματα του πολυμερούς είναι δυνατό να δημιουργηθούν και από διόγκωση πολυμερικών φιλμ με απορρόφηση ύδατος. Το δίκτυο που σχηματίζεται έχει ελαστική συμπεριφορά τόσο σε χαμηλό όσο και σε υψηλό pH. / In the present thesis four new model and “smart” water-soluble copolymers were designed and synthesized via the group transfer polymerization method. These copolymers self-assemble in aqueous solutions into micelles or elastically physical network (depending on the copolymer architecture), responding readily to changes of the external stimuli such as pH, temperature and ionic strength. The innovation of these polymers is due to the fact that a block copolymer incorporates a statistical block, the physicochemical properties of which, result from combination of the properties of the structural monomers. These copolymers had general type A-b-(B-co-C) or A-b-(B-co-C)-b-A. The homopolymer block A could be either hydrophilic (neutral or cationic) or hydrophobic, while the statistical block (B-co-C) was either a polyampholyte with tunable isoelectric point (IEP), or a hydrophilic block with tunable lower critical solution temperature (LCST). The polyampholyte block could be positively charged in acidic conditions and negatively charged in basic conditions, while at the IEP became neutral.  Copolymers of the type A-b-(B-co-C) Three different copolymers of the type A-b-(B-co-C) were synthesized. In the first case block A was the hydrophobic PMMA and the statistical block was the polyampholyte P(DEA-co-MAA). When the copolymer PMMA-b-P(DEA-co-MAA) was dissolved in aqueous media, spherical micelles with PMMA core and P(DEA-co-MAA) corona were formed at room temperature and at pH out of the IEP region. At the IEP the copolymer precipitated from the solution due to the neutralization of the statistical polyampholyte block. Inspired by the morphology of the micelles formed by the linear copolymer PMMA-b-P(DEA-co-MAA), the star amphoteric copolymer was synthesized [PMMA-b-P(DEA-co-MAA)]n, which forms unimolecular PMMA-core micelles and corona that changes the charge sign upon changing the solution pH. In the second case the statistical block was the same as above, while the homopolymer block consisted of the hydrophilic PEGMA, which exhibits LCST and becomes hydrophobic above it. Due to the double sensitivity of this copolymer to pH and temperature, three types of micelles were formed in aqueous solutions. At the IEP and room temperature neutral-corona micelles were formed, at which the core consisted of the statistical P(DEA-co-MAA) block. Multimolecular association took place also at temperatures above LCST of the PEGMA block and at pH below and above the IEP of the polyampholyte Block. In the latter cases PEGMA block formed the core of the micelles. Finally, in the third copolymer the statistical block P(EGMA-co-MMA) consisted of one hydrophilic and one hydrophobic monomer and its LCST was reduced by increasing the MMA content. The combination of this block with the weak cationic polyelectrolyte PDEA block resulted in a double hydrophilic, double-responsive polymeric system. At ambient temperature and acidic environment the P(EGMA-co-MMA)-b-PDEA copolymer was molecularly dissolved. By increasing either the pH or the temperature of the solution, “schizophrenic” PDEA-core or P(EGMA-co-MMA)-core micelles were formed, respectively. With simultaneous increment oh pH and temperature the copolymer precipitated.  Copolymers of the type A-b-(B-co-C)-b-A Inspired by the copolymer PMMA-b-P(DEA-co-MAA), the triblock telechelic polyampholyte PMMA-b-P(DEA-co-MAA)-b-A was prepared. Physical networks of this copolymer were formed at pH values out of the isoelectric point (IEP) region of the polyampholyte block. The hydrogel was formed by water absorbion of a dry polymer film and exhibited elastic behavior at acidic as well as at basic conditions. Finally in the semi-dilute regime a large number of polymer chains incorporated to form finite size clusters. These aggregates increased their size by increasing the ionization degree of the polymer chain, as a result of the electrostatic repulsive forces between the charged monomer units.

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GLOBDATA is a project that aims to design and implement a middleware tool offering the abstraction of a global object database repository. This tool, called COPLA, supports transactional access to geographically distributed persistent objects independent of their location. Additionally, it supports replication of data according to different consistency criteria. For this purpose, COPLA implements a number of consistency protocols offering different tradeoffs between performance and fault-tolerance. This paper presents the analysis of one of two strong consistency protocols for the GLOBDATA system, the voting protocol. A protocol relies heavily on the use of atomic translation primitive as a building block to serialize conflicting transactions. The paper presents an in-depth description of the conceptual model using UML-based analysis of the protocol which later is used to define the PLA (piece-linear aggregates) model of the system, a discrete event-based simulation of the processes. As a result of the work, the PLA model is ready to be used to validate, verify and simulate various behavioral and performance characteristics of the model using mathematical proof techniques.

Šiame darbe pristatomas PLA formalizmo metodas, skirtas aprašyti ir imituoti hibridines sistemas, kurių tolydiniai komponentai aprašomi pirmos eilės diferencialinėmis lygtimis. Pasinaudojus PLA formalizmu suformuluosime Kvantuotų būsenų sistemos modelį (QSS). QSS modelis yra integravimu pagrįstas metodas, skirtas spręsti pirmos eilės diferencialines lygtis. Šis modelis buvo suformuluotas DEVS formalizmo aplinkoje, kuris yra giminingas PLA formalizmui. Hibridinės sistemos pavyzdžiu pasirinktas farmakokinetinis modelis. Farmakokinetika yra farmakologijos mokslo šaka, tyrinėjant vartojamų vaistų pasisavinimą ir absorbciją žmogaus kūne. Farmakokinetiniame modelyje vaistų pasiskirstymas aprašomas pirmos eilės diferencialines lygtimis. Tam, kad būtų galima aprašyti šį modelį QSS pagalba, buvo reikalinga patobulinti QSS modelį. Rezultate gautas pakeistas QSS modelis. Naudojant pakeistą QSS modelį buvo sudarytas farmakokinetinis modelis ir atliktas vaistų koncentracijos kitimo imitavimas paciento kūne, kai pacientas reguliuoja vaistų suleidimą. / This paper presents the method of using Piece Linear Aggregates formalism (PLA) for specification and simulation of hybrid systems, when continuous components are described in ordinary differential equations (ODEs). PLA is used to create Quantized State System (QSS) model. QSS is integration based method, created for ODE solving. Since QSS method first was introduced for use in Discreet Event Systems (DEVS) formalism, we adapted it for PLA formalism, which is fundamentally consanguineous to DEVS formalism. Pharmacokinetics model is used as example of hybrid system. Pharmacokinetics is a branch of pharmacology which describes administered drug absorption and distribution in human body. In pharmacokinetics drug distribution is described using ODE. In order to use drug injection in pharmacokinetics model, we have to modify standard QSS model and add some specific capabilities. In the result: modified QSS method was obtained and used for pharmacokinetic model specification. Simulation of morphine concentration in plasma was performed using real pharmacokinetics data to test Patient-Controlled Analgesia method effectiveness.