Mineralogy and geochemistry of ODP Hole 176-735B minerals

We present a synthesis of some 20,504 mineral analyses of ~500 Hole 735B gabbros, including 10,236 new analyses conducted for this paper. These are used to construct a mineral stratigraphy for 1.5-km-deep Hole 735B, the only long section of the lower crust drilled in situ in the oceans. At long wavelengths, generally >200 m, there is a good chemical correlation among the principal silicate phases, consistent with the in situ crystallization of three or four distinct olivine gabbro bodies, representing at least two major cycles of intrusion. Initial cooling and crystallization of these bodies must have been fairly rapid to form a crystal mush, followed by subsequent compaction and migration of late iron-titanium-rich liquids into shear zones and fractures through which they were emplaced to higher levels in the lower crust where they crystallized and reacted with the olivine gabbro host rock to form a wide variety of ferrogabbros. At the wave lengths of the individual intrusions, as represented by the several olivine gabbro sequences, there is a general upward trend of iron and sodium enrichment but a poor correlation between the compositions of the major silicate phases. This, together with a wide range in minor incompatible and compatible element concentrations in olivine and pyroxene at a given Mg#, is consistent with widespread permeable flow of late melt through these intrusions, in contrast to what has been documented for a 600-m section of reputedly fast-spreading ocean crust in the Oman Ophiolite. This unexpected finding could be related to enhanced compaction and deformation-controlled late-stage melt migration at the scale of intrusion at a slow-spreading ocean ridge, compared to the relatively static environment in the lower crust at fast-spreading ridges.

Psychosocial construction of time and social change

This paper analyzes the psychosocial construction of the conceptions of time and social change, and their relation with the notion of progress set up by modernity as well as their contradictory aspects, considering their historicity as psychosocial and social phenomena. The social construction of the notion of time is discussed; it responds to social organization forms, thus turning the social changes into historical and temporal landmarks. The association between social changes and social movements is argued and the concept of progress is deconstructed. Finally, the importance of the idea of movement in the construction of time, change and progress concepts is pointed out; it is also explained how modernity imbued such notions with direction and goals, in the direction of an arrow, according to the prevailing interests, while modeling them in its own image and likeness.

Psychosocial construction of time and social change

This paper analyzes the psychosocial construction of the conceptions of time and social change, and their relation with the notion of progress set up by modernity as well as their contradictory aspects, considering their historicity as psychosocial and social phenomena. The social construction of the notion of time is discussed; it responds to social organization forms, thus turning the social changes into historical and temporal landmarks. The association between social changes and social movements is argued and the concept of progress is deconstructed. Finally, the importance of the idea of movement in the construction of time, change and progress concepts is pointed out; it is also explained how modernity imbued such notions with direction and goals, in the direction of an arrow, according to the prevailing interests, while modeling them in its own image and likeness.

(Table 1) Geochemical and geothermometry data from fibrous calcite vein fills in the Dabashan Fold Belt, China

Fibrous calcite veins with organic inclusions have been widely considered as indicators of oil and gas generation and migration under overpressure. Abundant fibrous calcite veins containing organic-bearing inclusions occur in faulted Lower Paleozoic through Triassic hydrocarbon source rocks in the Dabashan Foreland Belt (DBF). d13CPDB and d18OPDB values of the fibrous calcite range from - 4.8 to -1.9 to per mil and - 12.8 to - 8.4 per mil respectively, which is lighter than that of associated carbonate host rocks ranging from - 1.7 to + 3.1 per mil and - 8.7 to - 4.5 per mil. A linear relationship between d13CPDB and d18OPDB indicates that the calcite veins were precipitated from a mixture of basinal and surface fluids. The fibrous calcite contains a variety of inclusions, such as solid bitumen, methane bearing all-liquid inclusions, and vapor-liquid aqueous inclusions. Homogenization temperatures of aqueous inclusions range from 140 to 196° with an average of 179°. Salinities of aqueous inclusions average 9.7 wt% NaCl. Independent temperatures from bitumen reflectance and inclusion phase relationships of aqueous and methane inclusions were used to determine fluid pressures. Results indicate high pressures, elevated above typical lithostatic confining pressure, from 150 to 200 MPa. The elevated salinity and high temperature and pressure conditions of the fibrous calcite veins argue against an origin solely from burial overpressure resulting from clay transformation and dehydration reactions. Instead fluid inclusion P-T data and geochemistry results and regional geology indicate abnormally high pressures during fluid migration. These findings indicate that tectonic stress generated fracture and fault fluid pathways and caused migration of organic bearing fluids from the DBF during the Yanshan orogeny.

Chemistry of gabbroic rocks from ODP Hole 118-735B

Gabbroic rocks and their late differentiates recovered at Site 735 represent 500 m of oceanic layer 3. The original cooling of a mid-ocean ridge magma chamber, its penetration by ductile shear zones and late intrusives, and the subsequent penetration of seawater through a network of cracks and into highly permeable magmatic hydrofracture horizons are recorded in the metamorphic stratigraphy of the core. Ductile shear zones are characterized by extensive dynamic recrystallization of primary phases, beginning in the granulite facies and continuing into the lower amphibolite facies. Increasing availability of seawater during dynamic recrystallization is reflected in depletions in 18O, increasing abundance of amphibole of variable composition and metamorphic plagioclase of intermediate composition, and more complete coronitic or pseudomorphous static replacement of magmatic minerals. Downcore correlation of synkinematic assemblages, bulk-rock oxygen isotopic compositions, and vein abundance suggest that seawater is introduced into the crust by way of small cracks and veins that mark the end of the ductile phase of deformation. This "deformation-enhanced" metamorphism dominates the upper 180 and the lower 100 m of the core. In the lower 300 m of the core, mineral assemblages of greenschist and zeolite facies are abundant within or adjacent to brecciated zones. Leucocratic veins found in these zones and adjacent host rock contain diopside, sodic plagioclase, epidote, chlorite, analcime, thomsonite, natrolite, albite, quartz, actinolite, sphene, brookite, and sulfides. The presence of zircon, Cl-apatite, sodic plagioclase, sulfides, and diopside in leucocratic veins having local magmatic textures suggests that some of the veins originated from late magmas or from hydrothermal fluids exsolved from such magmas that were subsequently replaced by (seawater-derived) hydrothermal assemblages. The frequent association of these late magmatic intrusive rocks within the brecciated zones suggests that they are both artifacts of magmatic hydrofracture. Such catastrophic fracture and hydrothermal circulation could produce episodic venting of hydrothermal fluids as well as the incorporation of a magmatically derived hydrothermal component. The enhanced permeability of the brecciated zones produced lower temperature assemblages because of larger volumes of seawater that penetrated the crust. The last fractures were sealed either by these hydrothermal minerals or by late carbonate-smectite veins, resulting in the observed low permeability of the core.

Geochemistry and isotopic composition of gabbros from ODP Hole 118-375B

Gabbros drilled from the shallow (720 m) east wall of the Atlantis II transform on the Southwest Indian Ridge (SWIR; 32°43.40', 57°16.00') provide the most complete record of the stratigraphy and composition of the oceanic lower crust recovered from the ocean basins to date. Lithologies recovered include gabbro, olivine gabbro, troctolite, trondhjemite, and unusual iron-titanium (FeTi) oxide-rich gabbro containing up to 30% FeTi oxides. The plutonic rock sequence represents a tholeiitic fractionation trend ranging from primitive magmas having Mg numbers of 67 to 69 that fractionated troctolites, to highly evolved liquids that crystallized two-pyroxene, FeTi oxide-rich gabbros and, ultimately, trondhjemite. Isotopic compositions of unaltered Leg 118 gabbros are distinct from Indian Ocean mid-ocean ridge basalts (MORB) in having higher 143Nd/144Nd (0.51301-0.51319) and lower 206Pb/204Pb values (17.35-17.67); 87Sr/86Sr values (0.7025-0.7030) overlap those of SWIR basalts, but are generally lower than MORBs from the Southeast Indian Ridge or the Rodrigues Triple Junction. More than one magma composition may have been introduced into the magma chamber during its crystallization history, as suggested by the higher 87Sr/86Sr, 206Pb/204Pb, and lower 143Nd/144Nd values of chromium-rich olivine gabbros from the bottom of Hole 735B. Whole-rock gabbro and plagioclase mineral separate 87Sr/86Sr values are uniformly low (0.7027-0.7030), irrespective of alteration and deformation. By contrast, 87Sr/86Sr values for clinopyroxene (0.7025-0.7039) in the upper half of Hole 735B are higher than coexisting plagioclase and reflect extensive replacement of clinopyroxene by amphibole. Hydrothermal veins and breccias have elevated 87Sr/86Sr values (0.7029-0.7035) and indicate enhanced local introduction of seawater strontium. Oxygen- and hydrogen-isotope results show that secondary amphiboles have uniform dD values of -49 to -54 per mil and felsic hydrothermal veins range from -46 to - 77 per mil. Oxygen-isotope data for secondary amphibole and visibly altered gabbros range to low values (+1.0-+5.5 per mil), and O-isotope disequilibrium between coexisting pyroxene and plagioclase pairs from throughout the stratigraphic column indicates that seawater interacted with much of the gabbro section, but at relatively low water/rock ratios. This is consistent with the persistence of low 87Sr/86Sr values, even in gabbros that were extensively deformed and altered.

The Confucius institutes and China's soft power

The Confucius Institutes have been established by the Chinese government which operates them in collaboration with foreign universities and educational institutions in order to promote understanding of the Chinese language and culture. The first Confucius Institute opened its doors in Seoul, South Korea in 2004. Within the past seven years, 353 Confucius Institutes and 473 Confucius Classrooms have been established in 104 countries and regions. It is quite unusual for a language school to be able to make progress so rapidly. These developments raise a series of basic questions. First, what are the Confucius Institutes? What are their purpose and function? How have they been able to multiply so quickly? Are Confucius Institutes instruments of China's soft power? This article seeks to answer these questions by analyzing the details behind the establishment of Confucius Institutes, their organizational mechanism, and their activities. This paper concludes that due to insufficiency of cultural content and key concepts which can typify contemporary China, it is hard to see Confucius Institutes as China's soft power.

AUTOFLY-Aid: Flight Deck Automation Support with Dynamic 4D Trajectory Management for Responsive and Adaptive Airborne Collision Avoidance

AUTOFLY-Aid Project aims to develop and demonstrate novel automation support algorithms and tools to the flight crew for flight critical collision avoidance using “dynamic 4D trajectory management”. The automation support system is envisioned to improve the primary shortcomings of TCAS, and to aid the pilot through add-on avionics/head-up displays and reality augmentation devices in dynamically evolving collision avoidance scenarios. The main theoretical innovative and novel concepts to be developed by AUTOFLY-Aid project are a) design and development of the mathematical models of the full composite airspace picture from the flight deck’s perspective, as seen/measured/informed by the aircraft flying in SESAR 2020, b) design and development of a dynamic trajectory planning algorithm that can generate at real-time (on the order of seconds) flyable (i.e. dynamically and performance-wise feasible) alternative trajectories across the evolving stochastic composite airspace picture (which includes new conflicts, blunder risks, terrain and weather limitations) and c) development and testing of the Collision Avoidance Automation Support System on a Boeing 737 NG FNPT II Flight Simulator with synthetic vision and reality augmentation while providing the flight crew with quantified and visual understanding of collision risks in terms of time and directions and countermeasures.

Diseño y comportamiento de uniones estructurales mecánicas y adhesivas. Condiciones superficiales y operacionales

Las uniones estructurales mecánicas y adhesivas requieren la combinación de un número importante de parámetros para la obtención de la continuidad estructural que exigen las condiciones de diseño. Las características de las uniones presentan importantes variaciones, ligadas a las condiciones de ejecución, tanto en uniones mecánicas como especialmente en uniones adhesivas y mixtas (unión mecánica y adhesiva, también conocidas como uniones híbridas). Las propiedades mecánicas de las uniones adhesivas dependen de la naturaleza y propiedades de los adhesivos y también de muchos otros parámetros que influyen directamente en el comportamiento de estas uniones. Algunos de los parámetros más significativos son: el acabado superficial de los materiales, área y espesor de la capa adhesiva, diseño adecuado, secuencia de aplicación, propiedades químicas de la superficie y preparación de los sustratos antes de aplicar el adhesivo. Los mecanismos de adhesión son complejos. En general, cada unión adhesiva solo puede explicarse considerando la actuación conjunta de varios mecanismos de adhesión. No existen adhesivos universales para un determinado material o aplicación, por lo que cada pareja sustrato-adhesivo requiere un particular estudio y el comportamiento obtenido puede variar, significativamente, de uno a otro caso. El fallo de una junta adhesiva depende del mecanismo cohesión-adhesión, ligado a la secuencia y modo de ejecución de los parámetros operacionales utilizados en la unión. En aplicaciones estructurales existen un número muy elevado de sistemas de unión y de posibles sustratos. En este trabajo se han seleccionado cuatro adhesivos diferentes (cianoacrilato, epoxi, poliuretano y silano modificado) y dos procesos de unión mecánica (remachado y clinchado). Estas uniones se han aplicado sobre chapas de acero al carbono en diferentes estados superficiales (chapa blanca, galvanizada y prepintada). Los parámetros operacionales analizados han sido: preparación superficial, espesor del adhesivo, secuencia de aplicación y aplicación de presión durante el curado. Se han analizado tanto las uniones individuales como las uniones híbridas (unión adhesiva y unión mecánica). La combinación de procesos de unión, sustratos y parámetros operacionales ha dado lugar a la preparación y ensayo de más de mil muestras. Pues, debido a la dispersión de resultados característica de las uniones adhesivas, para cada condición analizada se han ensayado seis probetas. Los resultados obtenidos han sido: El espesor de adhesivo utilizado es una variable muy importante en los adhesivos flexibles, donde cuanto menor es el espesor del adhesivo mayor es la resistencia mecánica a cortadura de la unión. Sin embargo en los adhesivos rígidos su influencia es mucho menor. La naturaleza de la superficie es fundamental para una buena adherencia del adhesivo al substrato, que repercute en la resistencia mecánica de la unión. La superficie que mejor adherencia presenta es la prepintada, especialmente cuando existe una alta compatibilidad entre la pintura y el adhesivo. La superficie que peor adherencia tiene es la galvanizada. La secuencia de aplicación ha sido un parámetro significativo en las uniones híbridas, donde los mejores resultados se han obtenido cuando se aplicaba primero el adhesivo y la unión mecánica se realizaba antes del curado del adhesivo. La aplicación de presión durante el curado se ha mostrado un parámetro significativo en los adhesivos con poca capacidad para el relleno de la junta. En los otros casos su influencia ha sido poco relevante. El comportamiento de las uniones estructurales mecánicas y adhesivas en cuanto a la resistencia mecánica de la unión puede variar mucho en función del diseño de dicha unión. La resistencia mecánica puede ser tan grande que falle antes el substrato que la unión. Las mejores resistencias se consiguen diseñando las uniones con adhesivo cianoacrilato, eligiendo adecuadamente las condiciones superficiales y operacionales, por ejemplo chapa blanca aplicando una presión durante el curado de la unión. La utilización de uniones mixtas aumenta muy poco o nada la resistencia mecánica, pero a cambio proporciona una baja dispersión de resultados, siendo destacable para la superficie galvanizada, que es la que presenta peor reproducibilidad cuando se realizan uniones sólo con adhesivo. Las uniones mixtas conducen a un aumento de la deformación antes de la rotura. Los adhesivos dan rotura frágil y las uniones mecánicas rotura dúctil. La unión mixta proporciona ductilidad a la unión. Las uniones mixtas también pueden dar rotura frágil, esto sucede cuando la resistencia del adhesivo es tres veces superior a la resistencia de la unión mecánica. Las uniones híbridas mejoran la rigidez de la junta, sobre todo se aprecia un aumento importante en las uniones mixtas realizadas con adhesivos flexibles, pudiendo decirse que para todos los adhesivos la rigidez de la unión híbrida es superior. ABSTRACT The mechanical and adhesive structural joints require the combination of a large number of parameters to obtain the structural continuity required for the design conditions. The characteristics of the junctions have important variations, linked to performance conditions, in mechanical joints as particular in mixed adhesive joints (mechanical and adhesive joints, also known as hybrid joints). The mechanical properties of the adhesive joints depend of the nature and properties of adhesives and also of many other parameters that directly influence in the behavior of these joints. Some of the most significant parameters are: the surface finished of the material, area and thickness of the adhesive layer, suitable design, and application sequence, chemical properties of the surface and preparation of the substrate before applying the adhesive. Adhesion mechanisms are complex. In general, each adhesive joint can only be explained by considering the combined action of several adhesions mechanisms. There aren’t universal adhesives for a given material or application, so that each pair substrate-adhesive requires a particular study and the behavior obtained can vary significantly from one to another case. The failure of an adhesive joint depends on the cohesion-adhesion mechanism, linked to the sequence and manner of execution of the operational parameters used in the joint. In the structural applications, there are a very high number of joining systems and possible substrates. In this work we have selected four different adhesives (cyanoacrylate, epoxy, polyurethane and silano modified) and two mechanical joining processes (riveting and clinching). These joints were applied on carbon steel with different types of surfaces (white sheet, galvanized and pre-painted). The operational parameters analyzed were: surface preparation, thickness of adhesive, application sequence and application of pressure during curing. We have analyzed individual joints both as hybrid joints (adhesive joint and mechanical joint). The combination of joining processes, substrates and operational parameters has resulted in the preparation and testing of over a thousand specimens. Then, due to the spread of results characteristic of adhesive joints, for each condition analyzed we have tested six samples. The results have been: The thickness of adhesive used is an important variable in the flexible adhesives, where the lower the adhesive thickness greater the shear strength of the joint. However in rigid adhesives is lower influence. The nature of the surface is essential for good adherence of the adhesive to the substrate, which affects the shear strength of the joint. The surface has better adherence is preprinted, especially when there is a high compatibility between the paint and the adhesive. The surface which has poor adherence is the galvanized. The sequence of application has been a significant parameter in the hybrid junctions, where the best results are obtained when applying first the adhesive and the mechanical joint is performed before cured of the adhesive. The application of pressure during curing has shown a significant parameter in the adhesives with little capacity for filler the joint. In other cases their influence has been less relevant. The behavior of structural mechanical and adhesive joints in the shear strength of the joint can vary greatly depending on the design of such a joint. The shear strength may be so large that the substrate fails before the joint. The best shear strengths are achieved by designing the junctions with cyanoacrylate adhesive, by selecting appropriately the surface and operating conditions, for example by white sheet applying a pressure during curing of the joint. The use of hybrid joints no increase shear strength, but instead provides a low dispersion of results, being remarkable for the galvanized surface, which is the having worst reproducibility when performed bonded joints. The hybrid joints leading to increased deformation before rupture. The joints witch adhesives give brittle fracture and the mechanics joints give ductile fracture. Hybrid joint provides ductility at the joint. Hybrid joint can also give brittle fracture, this happens when the shear strength of the adhesive is three times the shear strength of the mechanical joint. The hybrid joints improve stiffness of joint, especially seen a significant increase in hybrid joints bonding with flexible adhesives, can be said that for all the adhesives, the hybrid junction stiffness is higher.

Experimental validation of a fracture model for pearlitic steel bars based on the cohesive zone model

Congreso internacional celebrado en Praga sobre modelos numéricos de fractura en el campo de la ciencia de materiales y estructuras.

Experimental validation of a fracture model for pearlitic steel bars based on the cohesive zone model

Steel is, together with concrete, the most widely used material in civil engineering works. Not only its high strength, but also its ductility is of special interest, since it allows for more energy to be stored before failure. A better understanding of the material behaviour before failure may lead to better structural safety strategies.

Numerical and experimental study of overtopping and failure of rockfill dams

This paper aims to present and validate a numerical technique for the simulation of the overtopping and onset of failure in rockfill dams due to mass sliding. This goal is achieved by coupling a fluid dynamic model for the simulation of the free surface and through-flow problems, with a numerical technique for the calculation of the rockfill response and deformation. Both the flow within the dam body and in its surroundings are taken into account. An extensive validation of the resulting computational method is performed by solving several failure problems on physical models of rockfill dams for which experimental results have been obtained by the authors.

Estudio de la fisuración en particiones verticales de yeso laminado, producidas por la deformación de forjados

Las exigencias de calidad, tanto en el ámbito de la rehabilitación como en el de las obras de nueva planta, obligan a evitar la fisuración de la tabiquería. Una de sus principales causas es la deformación excesiva de los forjados. Aunque en la mayoría de los casos no tiene efectos estructurales sino solamente estéticos, es necesario tomar precauciones para evitar la fisuración, pues es una de las patologías más frecuentes y en muchos casos motivo de reclamación de los usuarios. El aumento del consumo de los paneles de placa de yeso laminado y lana de roca para la realización de tabiquerías, justifica la necesidad de ahondar en el conocimiento del comportamiento y del mecanismo de fisuración de este material, pues hasta la fecha no se ha encontrado ningún trabajo especificamente dedicado al estudio del comportamiento en fractura de paneles sandwich de placa de yeso laminado y lana de roca en su plano. A la hora de abordar el estudio del comportamiento en fractura del material objeto de esta tesis, es preciso tener en cuenta que se trata de un material compuesto y, como tal, sus propiedades mecánicas y resistentes dependen en gran medida de las de sus componentes. Por tanto, para poder explicar el comportamiento en fractura del panel sandwich, habrá que estudiar también el de sus componentes. Por otro lado, se considera también muy útil disponer de una herramienta de calculo para la simulación de la fractura de paneles sandwich que sea predictiva. Este modelo hará posible facilitar el diseño de tabiquerías que no se fisure con este material, al poder relacionar las flechas que pueden tomar los forjados con su potencial fisuración. Para contrastar y validar un modelo de este tipo, es necesario disponer de suficientes datos experimentales del comportamiento en fractura del panel sandwich de placa de yeso laminado y lana de roca, que se puedan simular numericamente con el mismo. A partir de lo anteriormente expuesto se plantea, en primer lugar, una campaña experimental con el fin de obtener los parámetros necesarios para caracterizar el comportamiento en fractura de los paneles sandwich y sus componentes: placa de yeso laminado y lana de roca, estudiando también, su comportamiento en fractura en Modo Mixto, y el efecto del tamaño en los parámetros del panel. Por otro lado se propone un modelo de cálculo para la simulación de la fractura en Modo Mixto de paneles sandwich de placa de yeso laminado y lana de roca, comprobando la validez del modelo numérico a partir de los resultados experimentales obtenidos en la campaña de ensayos. Finalmente, se aplica el modelo para estudiar la fisuración de tabiquería realizada con el panel sandwich producida por la deformación de forjados unidireccionales realizados con viguetas de hormigón y bovedilla cerámica, por ser esta tipología la más usual en obras de edificación de viviendas. The quality requirements in terms of rehabilitation and new Works, force to prevent cracking on partitions and one of the main causes is the excessive deformation of the floor. In most of the cases, there are any structural damages, only aesthetic effects, but it is necessary to take precautions to avoid cracking because it is one of the most common diseases and in addition is the main reason of user’s complaints. The increased consumption of plasterboard panels and mineral wool used to build partitions, justifies the need to develop a deeper understanding of the cracking behaviour and mechanism, because by now, any specifically work dedicated to the study of fractures behaviour of sandwich plasterboard panels and rock wool has been found. When approaching the study of the fracture behaviour of the material it must bear in mind that we are referring to a composite material and as such, its mechanical and strength properties depend heavily on its components. Therefore, to explain the fracture behaviour of sandwich panels its components must be studied as well. On the other hand, it is also considered very useful to have a calculation tool to simulate the more likely fractures of the sandwich panel in order to predict it. This model used to perform simulations will enable the design of partitions built with these materials without cracks because it will relate the deflections in decks with its potential cracking. To contrast and validate this type of model, it is necessary and imperative to have enough experimental data of the sandwich plasterboard and rock wool fractures in order to enable its numerical simulation with it. On the basis of the above, the question arises firstly an experimental campaign in order to obtain the necessary parameters to characterize the cracking behaviour of sandwich panels and its components: plasterboard and rock wool, studying also its cracking behaviour in a mixed mode fracture and the effect of size parameters of the panel. Furthermore, a calculation model to simulate fractures in mixed mode of the sandwich panels made of plasterboard and rock wool is proposed in order to check the validity of the numerical model, based on experimental results obtained from the test campaign. Finally, this model is applied to study cracking on partitions built with sandwich panels resulting from the unidirectional floor’s deformations built with prestressed concrete beams and slab pottery pieces being this typology the most common one on residential buildings works.

La deformación del tipo Construcción de bóvedas no-canónicas en España (siglos XVI-XVIII)

Una bóveda no canónica es una bóveda que se adapta a una forma distinta de aquella para la que ha sido inicialmente concebida. Bóvedas raras, anormales, no convencionales, habitualmente consideradas excepciones o casos particulares, resultan ser más frecuentes de lo inicialmente esperado. El interés por este tipo de bóvedas surge a raíz de una investigación inicial sobre las bóvedas empleadas para cubrir espacios de planta anular, como en el caso de las girolas de las iglesias. Sin embargo, el problema de la bóveda anular no puede ser abordado directamente, sino como parte de una investigación más general sobre bóvedas que se deforman para adaptarse a una situación anómala. El análisis de las posibilidades que un determinado tipo de bóveda brinda para resolver el abovedamiento de espacios de planta irregular, trascendiendo el problema de la planta anular, es lo que da origen a esta investigación. La cuestión de las bóvedas deformadas forma parte de un contexto mayor, el de la deformación en arquitectura abovedada. Ante una contradicción, la deformación de la bóveda es sólo una de las posibles opciones que esta arquitectura ofrece para resolver un problema de deformación. La tesis se estructura en dos partes: en la primera parte se analizan los conceptos de forma y deformación en el contexto de la arquitectura abovedada con objeto de sentar las bases para una teoría de las bóvedas no canónicas. El objetivo es establecer un punto de partida para la investigación en un campo que todavía no había sido abordado. En la segunda parte se analizan tres tipos de bóveda desde la perspectiva de las bóvedas no canónicas, a partir de un estudio de casos de bóvedas en España entre los siglos XVI y XVIII. El estudio de la deformación en arquitectura abovedada se centra en el problema de la girola, por tratarse de un caso generalizado de deformación, directamente relacionado con el problema de las bóvedas irregulares y cuyo estudio, llamativamente, no había sido llevado a cabo hasta la fecha. Se propone una primera aproximación al problema de la girola, desde un punto de vista puramente morfológico, al margen de consideraciones históricas. En el caso de las bóvedas deformadas, el análisis se centra en tres tipos de bóveda: la bóveda de crucería, la bóveda de arista y la bóveda baída. Estos tres tipos de bóveda, aunque basadas en criterios formales distintos, están íntimamente relacionados entre sí. Por un lado permiten resolver el mismo problema –planta cuadrada delimitada por arcos–, por otro lado es posible establecer una relación formal entre la bóveda de arista y la bóveda baída a través de la bóveda de crucería. El estudio de casos recogido en la segunda parte de la tesis se fundamenta en dos líneas de investigación, la primera sobre soluciones teóricas de bóvedas no convencionales propuestas en los manuscritos y tratados de cantería, y la segunda sobre bóvedas efectivamente construidas, tratado de establecer una comparación entre teoría y práctica, confrontando el grado de relación entre ambas. Sin embargo este doble análisis sólo se ha podido llevar a cabo en contadas ocasiones. Constatamos que las bóvedas no canónicas reflejadas en los tratados son pocas y apenas se han llevado a la práctica, mientras que las soluciones construidas no responden a modelos teóricos propuestos, manifestando un divorcio entre teoría y práctica. El estudio de estas bóvedas permite poner en cuestión la definición tradicional que relaciona los conceptos de ‘bóveda’ y ‘superficie’. Al iniciar el trabajo nos encontramos con un modelo teórico extremadamente rígido que deja fuera un gran número de bóvedas, obligando a agruparlas bajo el término «no canónicas». El trabajo realizado pone en evidencia lo limitado del modelo. El problema no está en la presencia de bóvedas anómalas, que no se adaptan al modelo tradicionalmente propuesto, sino en la extrema rigidez del modelo. ABSTRACT A non canonical vault is a vault adapted to a different form from that for which was originally conceived. These rare, abnormal, unconventional vaults are usually considered as exceptions or special cases. However they prove to be more frequent than it was initially expected. Interest in this type of vaults arises from an initial research on the vaults used to roof annular spaces, such as ambulatories. Nevertheless, the annular vault question cannot be addressed directly, but as a part of a broader research on distorted vaults; a research on vaults deformed to conform an anomalous layout. The analysis of the possibilities that a particular type of vault provides to solve the vaulting of an irregular layout, beyond the problem of the annular plan is the origin of this research. The argument of deformed vaults is part of a greater context, the context of deformation in vaulted architecture. Facing a contradiction, deforming a vault is just one of the options that vaulted architecture offers to solve a problem of deformation. This dissertation is organised in two parts: in the first part we analyse the concepts of form and deformation in the context of vaulted architecture in order to lay the foundations for a non canonical vaults theory. The objective is to establish a starting point for future research in a field that has not been addressed yet. In the second part, we analyse three types of vault from the perspective of non canonical vaults, based on a case study of Spanish vaults between the 16th and 18th Centuries. The analysis of deformation in vaulted architecture focuses on the question of the ambulatory, because it is a generalized example of deformation, directly related to the problem of irregular vaults. Remarkably, the analysis of these spaces had not been conducted to date. We propose a first approach to the question of the ambulatory, from a purely morphological point of view, setting aside historical considerations. The analysis of deformed vaults focuses on three types of vault: the groin vault, the ribbed vault and the sail vault. These three types of vault, although based on different formal criteria, are closely related between them. On the one hand, they allow to solve the same problem –a square perimeter limited by arcs-; on the other hand, it is possible to establish a formal relationship between the groin vault and the sail vault through the ribbed vault. The case study presented in the second part of this dissertation is based on two research lines: theoretical non conventional vaults solutions proposed on stonecutting treatises; and currently built vaults. The aim of this double analysis was to establish a comparison between theory and practice, comparing the degree of relationship between them. Nevertheless, this double analysis has only been carried out on rare occasions. It is noted that non canonical vaults reflected in treaties are few and hardly been employed, while the built solutions do not meet proposed theoretical models, expressing a divorce between theory and practice. The analysis of these vaults allows us to question the traditional definition that connects the concepts of 'vault' and 'surface'. When we began this research, we found an extremely rigid theoretical model that leaved out many vaults, forcing to group them under the term of «non canonical vaults». This research evidences the limitations of the model. The problem is not the presence of abnormal vaults, which cannot adapt to the traditional model, but in the very high stiffness of the model.