Using quantitative descriptive analysis and temporal dominance of sensations analysis as complementary methods for profiling commercial blackcurrant squashes

Quantitative descriptive analysis (QDA) is used to describe the nature and the intensity of sensory properties from a single evaluation of a product, whereas temporal dominance of sensation (TDS) is primarily used to identify dominant sensory properties over time. Previous studies with TDS have focused on model systems, but this is the first study to use a sequential approach, i.e. QDA then TDS in measuring sensory properties of a commercial product category, using the same set of trained assessors (n = 11). The main objectives of this study were to: (1) investigate the benefits of using a sequential approach of QDA and TDS and (2) to explore the impact of the sample composition on taste and flavour perceptions in blackcurrant squashes. The present study has proposed an alternative way of determining the choice of attributes for TDS measurement based on data obtained from previous QDA studies, where available. Both methods indicated that the flavour profile was primarily influenced by the level of dilution and complexity of sample composition combined with blackcurrant juice content. In addition, artificial sweeteners were found to modify the quality of sweetness and could also contribute to bitter notes. Using QDA and TDS in tandem was shown to be more beneficial than each just on its own enabling a more complete sensory profile of the products.

Estudio de la permeabilidad y de la resistencia a tracción en hormigones precomprimidos

Entre los requisitos que deben cumplir las estructuras se debe garantizar que estas posean la durabilidad necesaria para permanecer en servicio a lo largo de todo el periodo de vida útil para el que han sido proyectadas. Para conseguir este objetivo las normativas han ido incorporando prescripciones para el diseño del hormigón, en base a distintas clases de exposición dependiendo del origen y magnitud de la agresividad exterior. En ambientes con una elevada agresividad, una de las comprobaciones que debe cumplir el hormigón es que tenga una permeabilidad inferior a los valores máximos fijados según la clase de exposición, y que en caso de considerar como ensayo de referencia el de penetración de agua, analiza el frente de penetración limitando las profundidades de penetración media y máxima. Adicionalmente a las condiciones de diseño según el tipo de ambiente, principalmente basadas en la dosificación del hormigón en términos de la relación agua/cemento y el mínimo contenido de cemento y el recubrimiento de las armaduras, durante la vida en servicio las estructuras pueden están solicitadas por distintas acciones imprevistas que pueden provocar cambios en la microestructura interna del hormigón que modifican su permeabilidad y resistencia, y por tanto pueden alterar la durabilidad inicialmente prevista. Es conocido el efecto de cansancio del hormigón cuando está solicitado por cargas de compresión mantenidas en el tiempo, provocando bajas en su resistencia debido al incremento de la microfisuración. Dada la relación entre la permeabilidad y la microfisuración del hormigón, es previsible el aumento de la permeabilidad en hormigones que han sido precomprimidos durante un periodo largo de tiempo. Los estudios de la permeabilidad en hormigones previamente comprimidos se han realizado analizando periodos de tiempo de compresión cortos que no permiten evaluar el efecto del cansancio sobre la permeabilidad. La presente tesis doctoral investiga la permeabilidad y resistencia a tracción en hormigones que previamente han sido comprimidos en carga mantenida durante distintos plazos de tiempo, al objeto de conocer su evolución en base al tiempo de precompresión. La investigación se apoya en el estudio de otras dos variables como son el tipo de hormigón de acuerdo a su dosificación según el tipo de ambiente considerando una agresividad baja, media o alta, y el grado de compresión aplicado respecto de su carga última de rotura. En los resultados del plan experimental desarrollado se ha obtenido que la permeabilidad presenta un incremento significante con el tiempo de precompresión, que dependiendo del valor inicial de la permeabilidad que tiene el hormigón puede provocar que hormigones que previamente satisfacen las limitaciones de permeabilidad pasen a incumplirlas, pudiendo afectar a su durabilidad. También se confirma la influencia del tiempo de precompresión sobre la resistencia a tracción obteniendo bajas de resistencia importantes en los casos pésimos ensayados, que deben ser tenidas en consideración en tanto afectan a la capacidad resistente del hormigón como a otros aspectos fundamentales como el anclaje de las armaduras en el hormigón armado y pretensado. One of the requirements that structures must meet is to guarantee their durability to remain in service throughout all the working life period for which they have been designed. To achieve this goal, building standards and codes have included specifications for the design of concrete structures, based on different exposure classes depending on the environmental conditions and their origin and magnitude. In severe aggressive environments, one of the specifications the concrete must meet is to have a permeability lower than the maximum values set for a certain exposure class. If this parameter is referenced to water penetration on specimens, then the average and maximum depths of front penetration are analyzed. In addition to the design conditions depending on the exposure class, which regulate the dosage of concrete in terms of the water/cement ratio, minimum samples that have been pre-compressed for a long period of time. Previous studies on permeability have been carried on pre-compressed concrete elements analyzing short periods of time. However, they have not studied the effects of compression forces on concrete in the long term. This Thesis investigates permeability and tensile strength of concrete samples that have been previously compressed under loads applied for different periods of time. The goal is to understand its evolution based on the time exposed to compression. The research variables also include the type of concrete according to the dosage used - depending on the environmental exposure it will have low, medium or high aggressiveness-, and the amount of compression applied in relation to its failure load. Results of the experimental tests showed that permeability increases significantly over the time of pre-compression. Depending on the initial value of permeability, this change could make the concrete not meet the original permeability restrictions and therefore affect its durability. These investigations also confirmed the influence of time of pre-compression in tensile strength, where some cases showed a significant decrease of resistance. These issues must be taken into consideration as they affect the bearing capacity of the material and other key features such as the anchoring of steel bars in reinforced and pre-stressed concrete. amount of cement content and the minimum concrete cover of the steel bars, during their working life structures may be subject to various unforeseen actions. As a result, the concrete’s internal microstructure might be affected, changing its permeability and resistance, and possibly altering the original specified durability. It is a known fact that when concrete is loaded in compression maintained over a long time, its resistance to compression forces is diminished due to the increase in micro-cracking. Considering the relationship between permeability and microcracking of concrete, an increase in permeability may be expected in concrete

Distinct and conserved transcriptomic changes during nematode-induced giant cell development in tomato compared with Arabidopsis: a functional role for gene repression

Root-knot nematodes (RKNs) induce giant cells (GCs) from root vascular cells inside the galls. Accompanying molecular changes as a function of infection time and across different species, and their functional impact, are still poorly understood. Thus, the transcriptomes of tomato galls and laser capture microdissected (LCM) GCs over the course of parasitism were compared with those of Arabidopsis, and functional analysis of a repressed gene was performed. Microarray hybridization with RNA from galls and LCM GCs, infection-reproduction tests and quantitative reverse transcription-polymerase chain reaction (qRT-PCR) transcriptional profiles in susceptible and resistant (Mi-1) lines were performed in tomato. Tomato GC-induced genes include some possibly contributing to the epigenetic control of GC identity. GC-repressed genes are conserved between tomato and Arabidopsis, notably those involved in lignin deposition. However, genes related to the regulation of gene expression diverge, suggesting that diverse transcriptional regulators mediate common responses leading to GC formation in different plant species. TPX1, a cell wall peroxidase specifically involved in lignification, was strongly repressed in GCs/galls, but induced in a nearly isogenic Mi-1 resistant line on nematode infection. TPX1 overexpression in susceptible plants hindered nematode reproduction and GC expansion. Time-course and cross-species comparisons of gall and GC transcriptomes provide novel insights pointing to the relevance of gene repression during RKN establishment.