Behavior of geopolymer concrete exposed to elevated temperatures

The research in the area of geopolymer is gaining momentum during the past 20 years. Studies confirm that geopolymer concrete has good compressive strength, tensile strength, flexural strength, modulus of elasticity and durability. These properties are comparable with OPC concrete.There are many occasions where concrete is exposed to elevated temperatures like fire exposure from thermal processor, exposure from furnaces, nuclear exposure, etc.. In such cases, understanding of the behaviour of concrete and structural members exposed to elevated temperatures is vital. Even though many research reports are available about the behaviour of OPC concrete at elevated temperatures, there is limited information available about the behaviour of geopolymer concrete after exposure to elevated temperatures. A preliminary study was carried out for the selection of a mix proportion. The important variable considered in the present study include alkali/fly ash ratio, percentage of total aggregate content, fine aggregate to total aggregate ratio, molarity of sodium hydroxide, sodium silicate to sodium hydroxide ratio, curing temperature and curing period. Influence of different variables on engineering properties of geopolymer concrete was investigated. The study on interface shear strength of reinforced and unreinforced geopolymer concrete as well as OPC concrete was also carried out. Engineering properties of fly ash based geopolymer concrete after exposure to elevated temperatures (ambient to 800 °C) were studied and the corresponding results were compared with those of conventional concrete. Scanning Electron Microscope analysis, Fourier Transform Infrared analysis, X-ray powder Diffractometer analysis and Thermogravimetric analysis of geopolymer mortar or paste at ambient temperature and after exposure to elevated temperature were also carried out in the present research work. Experimental study was conducted on geopolymer concrete beams after exposure to elevated temperatures (ambient to 800 °C). Load deflection characteristics, ductility and moment-curvature behaviour of the geopolymer concrete beams after exposure to elevated temperatures were investigated. Based on the present study, major conclusions derived could be summarized as follows. There is a definite proportion for various ingredients to achieve maximum strength properties. Geopolymer concrete with total aggregate content of 70% by volume, ratio of fine aggregate to total aggregate of 0.35, NaOH molarity 10, Na2SiO3/NaOH ratio of 2.5 and alkali to fly ash ratio of 0.55 gave maximum compressive strength in the present study. An early strength development in geopolymer concrete could be achieved by the proper selection of curing temperature and the period of curing. With 24 hours of curing at 100 °C, 96.4% of the 28th day cube compressive strength could be achieved in 7 days in the present study. The interface shear strength of geopolymer concrete is lower to that of OPC concrete. Compared to OPC concrete, a reduction in the interface shear strength by 33% and 29% was observed for unreinforced and reinforced geopolymer specimens respectively. The interface shear strength of geopolymer concrete is lower than ordinary Portland cement concrete. The interface shear strength of geopolymer concrete can be approximately estimated as 50% of the value obtained based on the available equations for the calculation of interface shear strength of ordinary portland cement concrete (method used in Mattock and ACI). Fly ash based geopolymer concrete undergoes a high rate of strength loss (compressive strength, tensile strength and modulus of elasticity) during its early heating period (up to 200 °C) compared to OPC concrete. At a temperature exposure beyond 600 °C, the unreacted crystalline materials in geopolymer concrete get transformed into amorphous state and undergo polymerization. As a result, there is no further strength loss (compressive strength, tensile strength and modulus of elasticity) in geopolymer concrete, whereas, OPC concrete continues to lose its strength properties at a faster rate beyond a temperature exposure of 600 °C. At present no equation is available to predict the strength properties of geopolymer concrete after exposure to elevated temperatures. Based on the study carried out, new equations have been proposed to predict the residual strengths (cube compressive strength, split tensile strength and modulus of elasticity) of geopolymer concrete after exposure to elevated temperatures (upto 800 °C). These equations could be used for material modelling until better refined equations are available. Compared to OPC concrete, geopolymer concrete shows better resistance against surface cracking when exposed to elevated temperatures. In the present study, while OPC concrete started developing cracks at 400 °C, geopolymer concrete did not show any visible cracks up to 600 °C and developed only minor cracks at an exposure temperatureof 800 °C. Geopolymer concrete beams develop crack at an early load stages if they are exposed to elevated temperatures. Even though the material strength of the geopolymer concrete does not decrease beyond 600 °C, the flexural strength of corresponding beam reduces rapidly after 600 °C temperature exposure, primarily due to the rapid loss of the strength of steel. With increase in temperature, the curvature at yield point of geopolymer concrete beam increases and thereby the ductility reduces. In the present study, compared to the ductility at ambient temperature, the ductility of geopolymer concrete beams reduces by 63.8% at 800 °C temperature exposure. Appropriate equations have been proposed to predict the service load crack width of geopolymer concrete beam exposed to elevated temperatures. These equations could be used to limit the service load on geopolymer concrete beams exposed to elevated temperatures (up to 800 °C) for a predefined crack width (between 0.1mm and 0.3 mm) or vice versa. The moment-curvature relationship of geopolymer concrete beams at ambient temperature is similar to that of RCC beams and this could be predicted using strain compatibility approach Once exposed to an elevated temperature, the strain compatibility approach underestimates the curvature of geopolymer concrete beams between the first cracking and yielding point.

Classification of recycled sands and their applications as fine aggregates for concrete and bituminous mixtures

As a result of the drive towards waste-poor world and reserving the non-renewable materials, recycling the construction and demolition materials become very essential. Now reuse of the recycled concrete aggregate more than 4 mm in producing new concrete is allowed but with natural sand a fine aggregate while. While the sand portion that represent about 30\% to 60\% of the crushed demolition materials is disposed off. To perform this research, recycled concrete sand was produced in the laboratory while nine recycled sands produced from construction and demolitions materials and two sands from natural crushed limestone were delivered from three plants. Ten concrete mix designs representing the concrete exposition classes XC1, XC2, XF3 and XF4 according to European standard EN 206 were produced with partial and full replacement of natural sand by the different recycled sands. Bituminous mixtures achieving the requirements of base courses according to Germany standards and both base and binder courses according to Egyptian standards were produced with the recycled sands as a substitution to the natural sands. The mechanical properties and durability of concrete produced with the different recycled sands were investigated and analyzed. Also the volumetric analysis and Marshall test were performed hot bituminous mixtures produced with the recycled sands. According to the effect of replacement the natural sand by the different recycled sands on the concrete compressive strength and durability, the recycled sands were classified into three groups. The maximum allowable recycled sand that can be used in the different concrete exposition class was determined for each group. For the asphalt concrete mixes all the investigated recycled sands can be used in mixes for base and binder courses up to 21\% of the total aggregate mass.

Konzeption von Entwicklungspfaden für Zulieferparks in der Automobilindustrie

Die Automobilindustrie reagiert mit Modularisierungsstrategien auf die zunehmende Produktkomplexität, getrieben durch die wachsenden Individualisierungsanforde-rungen auf der Kundenseite und der Modellpolitik mit neuen Fahrzeuganläufen. Die Hersteller verlagern die Materialbereitstellungskomplexität durch Outsourcing an die nächste Zulieferebene, den First Tier Suppliern, die seit Beginn der 90er Jahre zunehmend in Zulieferparks in unmittelbarer Werknähe integriert werden. Typische Merkmale eines klassischen Zulieferparks sind: Bereitstellung einer Halleninfrastruktur mit Infrastrukturdienstleistungen, Anlieferung der Teileumfänge im JIS-Verfahren (Just-in-Sequence = reihenfolgegenaue Synchronisation), lokale Wertschöpfung (Vormontagen, Sequenzierung) des Zulieferers, Vertragsbindung der First Tier Zulieferer für die Dauer eines Produktlebenszyklus und Einbindung eines Logistikdienstleisters. Teilweise werden zur Finanzierung Förderprojekte des öffent-lichen Sektors initiiert. Bisher fehlte eine wissenschaftliche Bearbeitung dieses Themas "Zulieferpark". In der Arbeit werden die in Europa entstandenen Zulieferparks näher untersucht, um Vor- und Nachteile dieses Logistikkonzeptes zu dokumentieren und Entwicklungs-trends aufzuzeigen. Abgeleitet aus diesen Erkenntnissen werden Optimierungs-ansätze aufgezeigt und konkrete Entwicklungspfade zur Verbesserung der Chancen-Risikoposition der Hauptakteure Automobilhersteller, Zulieferer und Logistikdienst-leister beschrieben. Die Arbeit gliedert sich in vier Haupteile, einer differenzierten Beschreibung der Ausgangssituation und den Entwicklungstrends in der Automobilindustrie, dem Vorgehensmodell, der Dokumentation der Analyseergebnisse und der Bewertung von Zulieferparkmodellen. Im Rahmen der Ergebnisdokumentation des Analyseteils werden vier Zulieferparkmodelle in detaillierten Fallstudien anschaulich dargestellt. Zur Erarbeitung der Analyseergebnisse wurde eine Befragung der Hauptakteure mittels strukturierten Fragebögen durchgeführt. Zur Erhebung von Branchentrends und zur relativen Bewertung der Parkmodelle wurden zusätzlich Experten befragt. Zur Segmentierung der Zulieferparklandschaft wurde die Methode der Netzwerk-analyse eingesetzt. Die relative Bewertung der Nutzenposition basiert auf der Nutzwertanalyse. Als Ergebnisse der Arbeit liegen vor: · Umfassende Analyse der Zulieferparklandschaft in Europa, · Segmentierung der Parks in Zulieferparkmodelle, Optimierungsansätze zur Verbesserung einer Win-Win-Situation der beteiligten Hauptakteure, · Relative Nutzenbewertung der Zulieferparkmodelle, · Entwicklungspfade für klassische Zulieferparks.

Análisis del sector de energía eléctrica colombiano y regional-negociación de energía eléctrica CEMEX Colombia SA

En el área de Abastecimiento de CEMEX COLOMBIA SA se encuentra el foco de las negociaciones con proveedores de la empresa. Es en esta área donde se realizan contratos a largo plazo con las empresas que suministran los insumos vitales para la producción de cemento y concreto. Uno de estos insumos es la energía eléctrica. Necesaria en todo proceso productivo, la energía eléctrica se convierte, entonces, en una de las negociaciones más críticas para la empresa teniendo en cuenta el impacto en la operación y en el gasto. De igual forma, toda negociación requiere de un estudio riguroso previo por medio del cual se llegue a una postura informada al momento de negociar. Es así como CEMEX COLOMBIA SA, a través de sus negociadores, se prepara investigando el mercado nacional y regional de energía eléctrica, sus variables influyentes y las proyecciones de desarrollo. Luego de esta investigación y del análisis del sector, CEMEX COLOMBIA SA asume una posición firme en la que sabe que los planes de expansión y el desarrollo esperado del sector plantean un mercado con capacidad instalada suficiente para el suministro de energía hasta 2017. De esta manera, se cierra un contrato a dos años con Emgesa, filial de la multinacional española Endesa.

Syllable structures is modulating the optimal viewing position in visual word recognition. 'La estructura silábica modula la posición óptima de visualización en el reconocimiento visual de palabras'.

Resumen en español. Resumen basado en el de la publicación

Building Professional Capacity Aiming to Improve the Educational Position of Migrant Children : a reflection on the Sirius network activities

Resumen basado en el de la publicaci??n

How do Scrabble players encode letter position during reading?

Resumen tomado de la publicaci??n

Serviceability behaviour of fibre reinforced polymer reinforced concrete beams

El uso de materiales compuestos de matriz polimérica (FRP) emerge como alternativa al hormigón convencionalmente armado con acero debido a la mayor resistencia a la corrosión de dichos materiales. El presente estudio investiga el comportamiento en servicio de vigas de hormigón armadas con barras de FRP mediante un análisis teórico y experimental. Se presentan los resultados experimentales de veintiséis vigas de hormigón armadas con barras de material compuesto de fibra de vidrio (GFRP) y una armada con acero, todas ellas ensayadas a flexión de cuatro puntos. Los resultados experimentales son analizados y comparados con algunos de los modelos de predicción más significativos de flechas y fisuración, observándose, en general, una predicción adecuada del comportamiento experimental hasta cargas de servicio. El análisis de sección fisurada (CSA) estima la carga última con precisión, aunque se registra un incremento de la flecha experimental para cargas superiores a las de servicio. Esta diferencia se atribuye a la influencia de las deformaciones por esfuerzo cortante y se calcula experimentalmente. Se presentan los aspectos principales que influyen en los estados límites de servicio: tensiones de los materiales, ancho máximo de fisura y flecha máxima permitida. Se presenta una metodología para el diseño de dichos elementos bajo las condiciones de servicio. El procedimiento presentado permite optimizar las dimensiones de la sección respecto a metodologías más generales.

Study of bond behaviour between FRP reinforcement and concrete

El uso de barras de materiales compuestos (FRP) se propone como una alternativa efectiva para las tradicionales estructuras de hormigón armadas con acero que sufren corrosión en ambientes agresivos. La aceptación de estos materiales en el mundo de la construcción está condicionada a la compresión de su comportamiento estructural. Este trabajo estudia el comportamiento adherente entre barras de FRP y hormigón mediante dos programas experimentales. El primero incluye la caracterización de la adherencia entre barras de FRP y hormigón mediante ensayos de pull-out y el segundo estudia el proceso de fisuración de tirantes de hormigón reforzados con barras de GFRP mediante ensayo a tracción directa. El trabajo se concluye con el desarrollo de un modelo numérico para la simulación del comportamiento de elementos de hormigón reforzado bajo cargas de tracción. La flexibilidad del modelo lo convierte en una herramienta flexible para la realización de un estudio paramétrico sobre las variables que influyen en el proceso de fisuración.

Global models for concrete realities

This paper intends to analyze the evolution of the Ecomuseums from their early appearance in the seventies until the present, emphasizing the characteristics which make them unique and different from all the other museums. This analysis will be used to show the Japanese landscape on ecomuseums and how the ecomuseum evolution might be a reference at internatioal level.

Japan ecomuseums: global models for concrete realities

The present document intends to analyze the different ecomuseums visited and studied in Japan trying to describe the reality of Japanese ecomuseology. From the descriptions of Japanese ecomuseums extrapolate the main features to build a model that is a possible reference for the XXI century ecomuseums.

Ocular vestibular evoked myogenic potentials (oVEMP) using air conducted sound: Effect of body position on threshold

The primary objective of this research study is to determine if various body positions for ocular vestibular evoked myogenic potential (oVEMP) testing demonstrate differentiation of the saccule and utricle through threshold responses.

Verification of computed tomographic estimates of cochlear implant array position: A micro-CT and histological analysis

We examine the efficacy two volume spatial registration of pre and postoperative clinical computed tomography (CT) imaging to verify post-operative electrode array placement in cochlear implant (CI) patients. To measure the degree of accuracy with which the composite image predicts in-vivo placement of the array, we replicate the CI surgical process in cadaver heads. Pre-operative, post-operative, micro CT imaging and histology are utilized for verification.