Performance assessment of waste fibre-reinforced mortar

Materials Science Forum Vols. 730-732 (2013) pp 617-622

Characterization of earth-based mortars for rammed earth repair

All over the world, many earth buildings are deteriorating due to lack of maintenance and repair. Repairs on rammed earth walls are mainly done with mortars, by rendering application; however, often the repair is inadequate, resorting to the use of incompatible materials, including cement-based mortars. It has been observed that such interventions, in walls that until that day only had presented natural ageing issues, created new problems, much more dangerous for the building than the previous ones, causing serious deficiencies in this type of construction. One of the problems is that the detachment of the new cement-based mortar rendering only occurs after some time but, until that occurrence, degradations develop in the wall itself. When the render detaches, instead of needing only a new render, the surface has to be repaired in depth, with a repair mortar. Consequently, it has been stablished that the renders, and particularly repair mortars, should have physical, mechanical and chemical properties similar to those of the rammed earth walls. This article intends to contribute to a better knowledge of earth-based mortars used to repair the surface of rammed earth walls. The studied mortars are based on four types of earth: three of them were collected from non-deteriorated parts of walls of unstabilized rammed earth buildings located in Alentejo region, south of Portugal; the fourth is a commercial earth, consisting mainly of clay. Other components were also used, particularly: sand to control shrinkage; binders stabilizers such as dry hydrated air-lime, natural hydraulic lime, Portland cement and natural cement; as well as natural vegetal fibers (hemp fibers). The experimental analysis of the mortars in the fresh state consisted in determining the consistency by flow table and the bulk density. In the hardened state, the tests made it possible to evaluate the following properties: linear and volumetric shrinkage; capillary water absorption; drying capacity; dynamic modulus of elasticity; flexural and compressive strength.

Relationships and estimates of longitudinal growth stress in Eucalyptus dunnii at different ages

The objective of this study was to obtain estimates of longitudinal growth stresses in standing trees of the Eucalyptus dunnii Maiden at eight, thirteen, fifteen and nineteen years of age and to determine their relationships with wood characteristics. The longitudinal growth stresses were indirectly measured by the "CIRAD-Forêt" method and estimated from both the dynamic modulus of elasticity and the modulus of elasticity in tension parallel to the grain. The longitudinal residual strain (LRS) and the estimates of the longitudinal growth stresses tended to increase with the age of the material. The LRS correlated positively and significantly with all the growth stresses estimates. The largestes magnitudes were at 13, 15 and 19 years of age. The basic density presented high, positive and significant correlations with the dynamic modulus of elasticity, estimated in the longitudinal direction, for wood saturated and at 12% moisture content, for all the ages assessed. All the growth stresses estimates presented high, positive and significant correlations between themselves.

Physical and mineralogical changes of Hungarian monumental stones exposed to different conditions: stone-testing in-situ and under laboratory conditions

The Székesfehérvár Ruin Garden is a unique assemblage of monuments belonging to the cultural heritage of Hungary due to its important role in the Middle Ages as the coronation and burial church of the Kings of the Hungarian Christian Kingdom. It has been nominated for “National Monument” and as a consequence, its protection in the present and future is required. Moreover, it was reconstructed and expanded several times throughout Hungarian history. By a quick overview of the current state of the monument, the presence of several lithotypes can be found among the remained building and decorative stones. Therefore, the research related to the materials is crucial not only for the conservation of that specific monument but also for other historic structures in Central Europe. The current research is divided in three main parts: i) description of lithologies and their provenance, ii) physical properties testing of historic material and iii) durability tests of analogous stones obtained from active quarries. The survey of the National Monument of Székesfehérvár, focuses on the historical importance and the architecture of the monument, the different construction periods, the identification of the different building stones and their distribution in the remaining parts of the monument and it also included provenance analyses. The second one was the in situ and laboratory testing of physical properties of historic material. As a final phase samples were taken from local quarries with similar physical and mineralogical characteristics to the ones used in the monument. The three studied lithologies are: fine oolitic limestone, a coarse oolitic limestone and a red compact limestone. These stones were used for rock mechanical and durability tests under laboratory conditions. The following techniques were used: a) in-situ: Schmidt Hammer Values, moisture content measurements, DRMS, mapping (construction ages, lithotypes, weathering forms) b) laboratory: petrographic analysis, XRD, determination of real density by means of helium pycnometer and bulk density by means of mercury pycnometer, pore size distribution by mercury intrusion porosimetry and by nitrogen adsorption, water absorption, determination of open porosity, DRMS, frost resistance, ultrasonic pulse velocity test, uniaxial compressive strength test and dynamic modulus of elasticity. The results show that initial uniaxial compressive strength is not necessarily a clear indicator of the stone durability. Bedding and other lithological heterogeneities can influence the strength and durability of individual specimens. In addition, long-term behaviour is influenced by exposure conditions, fabric and, especially, the pore size distribution of each sample. Therefore, a statistic evaluation of the results is highly recommended and they should be evaluated in combination with other investigations on internal structure and micro-scale heterogeneities of the material, such as petrographic observation, ultrasound pulse velocity and porosimetry. Laboratory tests used to estimate the durability of natural stone may give a good guidance to its short-term performance but they should not be taken as an ultimate indication of the long-term behaviour of the stone. The interdisciplinary study of the results confirms that stones in the monument show deterioration in terms of mineralogy, fabric and physical properties in comparison with quarried stones. Moreover stone-testing proves compatibility between quarried and historical stones. Good correlation is observed between the non-destructive-techniques and laboratory tests results which allow us to minimize sampling and assessing the condition of the materials. Concluding, this research can contribute to the diagnostic knowledge for further studies that are needed in order to evaluate the effect of recent and future protective measures.

Earth-based repair mortars: experimental analysis with different binders and natural fibers

RESTAPIA 2012 - Int. Conf. on Rammed Earth Conservation, Valencia, 21-23 June 2012

Characterization tests for insulation boards made from corn cob and natural glues

In recent years there has been a growing interest in developing news solutions for more ecologic and efficient construction, including natural, renewable and local materials, thus contributing in the search for more efficient, economic and environmentally friendly construction. Several authors have assessed the possibility of using various agricultural sub products or wastes, as part of the effort of the scientific community to find alternative and more ecologic construction materials. Corn cob is an agricultural waste from a very important worldwide crop. Natural glues are made from natural materials, non-mineral, that can be used as such or after some modifications to achieve the behaviour and performance required. Two examples of these natural glues are casein and wheat flour-based glues that were used in the present study. Boards with different compositions were manufactured, having as variables the type of glue, the dimension of the corn cob particles and the features of the pressing process. The tests boards were characterized with physical and mechanical tests, such as thermal conductivity (λ) with a ISOMET 2104 and 60 mm diameter contact probe, density (ρ) based on EN 1602:2013, surface hardness (SH) with a PCE Shore A durometer, surface resistance (SR) with a PROCEQ PT pendular sclerometer, bending behaviour (σ) based on EN 12089:2013, compression behaviour (σ10) based on EN 826:2013 and resilience (R) based on EN 1094-1:2008, with a Zwick Rowell bending equipment with 2 kN and 50 kN load cells (Fig. 1), dynamic modulus of elasticity (Ed) with a Zeus Resonance Meter equipment (Fig. 5) based on NP EN 14146:2006 and water vapour permeability (δ) based on EN 12086:2013. The various boards produced were characterized according to the tests and the ones with the best results were C8_c8 (casein glue, grain size 2,38-4,76 mm, cold pressing for 8 hours), C8_c4 (casein glue, grain size 2,38-4,76 mm, cold pressing for 4 hours), F8_h0.5 (wheat flour glue, grain size 2,38-4,76 mm, hot pressing for 0,5 hours), FEV8_h0.5 (wheat flour, egg white and vinegar glue, grain size 2,38-4,76 mm, hot pressing for 0,5 hours) and FEVH68_c4 (wheat flour, egg white, vinegar and 6 g of sodium hydroxide glue, grain size 2,38-4,76 mm, cold pressing for 4 hours). Taking into account the various boards produced and respective test results the type of glue and the pressure and pressing time are very important factors which strongly influence the final product. The results obtained confirmed the initial hypotheses that these boards have potential as a thermal and, eventually, acoustic insulation material, to use as coating or intermediate layer on walls, floors or false ceilings. This type of board has a high mechanical resistance when compared with traditional insulating materials.The integrity of these boards seems to be maintained even in higher humidity environments. However, due to biological susceptibility and sensitivity to water, they would be more adequate for application in dry interior conditions.

Determinação do módulo de elasticidade da madeira juvenil e adulta de Pinus taeda por ultra-som

A madeira de Pinus sp. tem utilização crescente na indústria madeireira brasileira. O decréscimo constante do suprimento de árvores adultas com grandes diâmetros, provenientes de florestas naturais, tornou comum a produção de madeira em ciclos curtos, com grande proporção de madeira juvenil. Resultados de diversas pesquisas têm reportado que o módulo de elasticidade e a resistência a diferentes solicitações mecânicas são seriamente afetados pela presença de madeira juvenil. Este trabalho teve por objetivo determinar o módulo de elasticidade da madeira juvenil e adulta de Pinus taeda L. a partir da constante dinâmica C LL, obtida em ensaios não-destrutivos de ultra-som. A madeira de P. taeda era originária de plantios da Estação Experimental de Itapeva - SP, sendo amostrados seis indivíduos arbóreos com 34 anos de idade. Os corpos-de-prova (4 cm x 4 cm x 45 cm) foram obtidos separadamente das regiões de madeira juvenil e adulta da prancha central, previamente submetida à secagem industrial (umidade final de 12%), para a determinação da constante dinâmica por meio de ensaios de ultra-som. Para avaliar a sensibilidade do método do ultra-som, os corpos-de-prova foram ensaiados destrutivamente à compressão paralela. Os resultados mostraram boa sensibilidade do método do ultra-som (R² » 0,90) na avaliação desse parâmetro mecânico da madeira juvenil e adulta.

Influência da Qualidade das Lâminas no Desempenho Mecânico à Flexão de Painéis Compensados de Hevea brasiliensis

After concluding the main phase of commercial exploration of latex (about 30 years ago), rubber wood plantations can be utilized as an alternative source of wood for sawmills and other wood based products with more aggregate value; tendency already confirmed in countries of southeastern Asia. The main purpose of this research was to evaluate the influence of dynamic modulus of elasticity veneers on the mechanical performance in the bending of plywood made from Hevea brasiliensis. For this study, rubber tree veneers were sorted in three classes of dynamic modulus of elasticity: low (from 4887-7323 MPa), medium (from 8200-8948 MPa) and high (from 10979-13010 MPa). Panels were produced according to five treatments with different veneer classes and arrangements. Results showed significant effect of the treatments in the mechanical performance in the bending of panels. Panels with better mechanical performance were produced exclusively with medium and high dynamic modulus of elasticity. Panels made with low modulus of elasticity veneers presented lower mechanical performance even when combined with high modulus of elasticity veneers.

Influência da qualidade das lâminas no desempenho físico-mecânico de painéis compensados de Hevea brasiliensis

Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)

Desempenho físico-mecânico de painéis LVL de pinus tropicais da região de São Paulo

Pós-graduação em Agronomia (Energia na Agricultura) - FCA

Estudio de hormigones reciclados no estructurales fabricados con árido reciclado mixto : propiedades mecánicas y expansión debida al contenido de sulfatos

El objetivo principal de este trabajo de investigación es estudiar las posibilidades de utilización del árido reciclado mixto para un hormigón reciclado en aplicaciones no estructurales, justificando mediante la experimentación la validez para esta aplicación, tanto del árido reciclado como del hormigón reciclado. Esta tesis se centró en los aspectos más restrictivos y limitativos en la utilización de los áridos mixtos en hormigón reciclado, basándose tanto en la normativa internacional existente como en los resultados obtenidos en los estudios bibliográficos consultados. La primera tarea realizada fue la caracterización completa de las propiedades del árido reciclado mixto, recogiendo especialmente los siguientes aspectos: granulometría, contenido de finos, absorción y densidades, composición del árido reciclado, índice de lajas, coeficiente de Los Ángeles, partículas ligeras y contenido de sulfatos. De este estudio de los áridos reciclados, se han destacado relaciones entre las propiedades. Las diferentes correlaciones permiten proponer criterios de calidad de un árido reciclado mixto para un hormigón reciclado. Se ha elegido un árido reciclado mixto entre los estudiados, de características límite admisibles, para obtener resultados conservadores sobre el hormigón reciclado fabricado con él. En una segunda etapa, se ha realizado un estudio de dosificación completo del hormigón reciclado, evaluando la consistencia del hormigón en estado fresco y la resistencia a compresión del hormigón en estado endurecido y se ha comparado con las mismas propiedades de un hormigón convencional. Se ha analizado la capacidad de absorción del árido conseguida con los métodos de presaturación empleados y en función de su estado de humedad, para poder evaluar las relaciones agua/cemento totales y efectivas del hormigón. Se ha estudiado el efecto de estos dos parámetros tanto en la consistencia como en la resistencia del hormigón reciclado. Finalmente, se ha estudiado el hormigón fabricado con un 50% y 100% de una partida de árido reciclado mixto de calidad admisible y se han ensayado las siguientes propiedades: consistencia, resistencia a compresión, resistencia a tracción indirecta, módulo de elasticidad dinámico, cambios de longitud, porosidad abierta y microscopía. Para analizar el efecto de los sulfatos, se han añadido artificialmente cantidades de yeso controladas en el hormigón reciclado. Se fabricaron hormigones con dos tipos de cemento, un cemento CEM I 42,5 R con elevado contenido de C3A, que debería dar lugar a expansiones mayores y un cemento con adiciones puzolánicas CEM II A-P 42,5 R, que atenuaría el comportamiento expansivo en el hormigón. Los resultados finales indican que la utilización del árido reciclado mixto en proporciones de hasta un 50%, permiten cubrir la gama de resistencias más exigentes dentro del hormigón no estructural. El contenido de sulfatos puede variar desde un 0,8% hasta un 1,9%, según el tipo de cemento y la proporción de sustitución del árido natural por árido reciclado mixto. Tanto en el caso del árido reciclado como en el hormigón, se ha realizado un estudio comparativo entre el conjunto de datos recopilados en la bibliografía y los obtenidos en este estudio experimental. En varias propiedades del hormigón reciclado, se han comparado los resultados con las fórmulas de la Instrucción EHE-08, para establecer unos coeficientes de corrección a aplicar a un hormigón reciclado con fines no estructurales. The main objective of this investigation work is to study the possibilities of using recycled mixed aggregate for a recycled concrete in non structural applications, justifying by means of experimentation both the validity of the recycled aggregate and recycled concrete. This thesis focused on the most restrictive and limiting aspects in the mixed aggregate use in recycled concrete, on the basis of the international standards as well on the results obtained in the bibliographic studies consulted. The first task achieved was the complete charcaterization of the mixed recycled aggregate properties, specially the following aspects: grain size analysis, fines content, absorption and densities, recycled aggregate composition, flakiness index, Los Angeles coefficient, lightweight particles and sulphate content. From this study, correlations between the properties were highlighted. The different correlations make possible to propose quality criterions for recycled mixed aggregate in concrete. Among the recycled aggregates studied, one of acceptable characteristics but near the limits established, was chosen to obtain conservative results in the recycled concrete made with it. In a second step, a complete recycled concrete mix design was made, to evaluate concrete consistency in the fresh state and concrete compressive strength in the hardened state and its properties were compared to those of a control concrete. The aggregate absorption capacity was analized with the presaturation methods achieved and in function of its state of humidity, to evaluate the total and effective water/cement ratios. The effect of these two parameters, both in consistency and compressive strength of recycled concrete, was studied. Finally, the concrete made with 50% and 100% of the elected recycled mixed aggregate was studied and the following concrete properties were tested: consistency, compressive strength, tensile strength, dynamic modulus of elasticity, length changes, water absorption under vacuum and microscopy. To analize the effect of sulphate content, some controlled quantities of gypsum were artificially added to the recycled concrete. Concretes with two types of cement were made, a cement CEM I 42,5 R with a high content of C3A, that would lead to major expansions and a cement with puzzolanic additions CEM II A-P 42,5 R that would lower the expansive behaviour of concrete. The final results indicate that the use of mixed recycled aggregate in proportions up to 50% make possible to cover the overall demanding strengths within the non structural concrete. Sulphates content can range between 0,8% and 1,9%, in function of the type of cement and the proportion of natural aggregate replacement by mixed recycled one. Both in the case of recycled aggregate and concrete, a comparative study was made between the data coming from the bibliography and those obtained in the experimental study. In several recycled concrete properties, the results were compared to the formulas of Spanish Instruction of Structural Concrete (Instruction EHE-08), to establish some correction coefficients to apply for a non structural recycled concrete.

ESTIMATIVAS DAS PROPRIEDADES FÍSICO-MECÂNICAS DE COMPOSTOS LVL CONFECCIONADOS COM PARICÁ POR MEIO DE ULTRASSOM

No presente estudo buscou-se avaliar as propriedades físicas e mecânicas de compostos LVL produzidos com a madeira de paricá ( Schizolobium amazonicum Huber ex. Ducke) por meio do ultrassom. Para isso, foram utilizados LVL produzidos em laboratório e destes retiradas amostras para realização dos ensaios não destrutivos. Posteriormente, as mesmas amostras foram destinadas para realização dos ensaios físicos (absorção de água; inchamento em espessura e inchamento residual) ou mecânicos (resistência e rigidez à flexão estática flatwise; resistência e rigidez à flexão estática edgewise; resistência à compressão paralela e resistência ao cisalhamento paralelo e perpendicular). Os dados da velocidade de propagação de ondas e do módulo de elasticidade dinâmico obtidos nos ensaios não destrutivos foram utilizados no ajuste de equações para estimar as propriedades avaliadas. Os resultados obtidos apontaram o uso do ultrassom como uma ferramenta eficaz para a predição da maior parte das propriedades avaliadas. Dentre as variáveis independentes avaliadas, o módulo de elasticidade dinâmico obteve os melhores resultados quando comparado à velocidade de propagação das ondas.

Dynamic shear modulus of isotropic elastomers

We have investigated the dynamic mechanical behavior of two cross-linked polymer networks with very different topologies: one made of backbones randomly linked along their length; the other with fixed-length strands uniformly cross-linked at their ends. The samples were analyzed using oscillatory shear, at very small strains corresponding to the linear regime. This was carried out at a range of frequencies, and at temperatures ranging from the glass plateau, through the glass transition, and well into the rubbery region. Through the glass transition, the data obeyed the time-temperature superposition principle, and could be analyzed using WLF treatment. At higher temperatures, in the rubbery region, the storage modulus was found to deviate from this, taking a value that is independent of frequency. This value increased linearly with temperature, as expected for the entropic rubber elasticity, but with a substantial negative offset inconsistent with straightforward enthalpic effects. Conversely, the loss modulus continued to follow time-temperature superposition, decreasing with increasing temperature, and showing a power-law dependence on frequency.

Development of Asphalt Dynamic Modulus Master Curve Using Falling Weight Deflectometer Measurements, TR-659

The asphalt concrete (AC) dynamic modulus (|E*|) is a key design parameter in mechanistic-based pavement design methodologies such as the American Association of State Highway and Transportation Officials (AASHTO) MEPDG/Pavement-ME Design. The objective of this feasibility study was to develop frameworks for predicting the AC |E*| master curve from falling weight deflectometer (FWD) deflection-time history data collected by the Iowa Department of Transportation (Iowa DOT). A neural networks (NN) methodology was developed based on a synthetically generated viscoelastic forward solutions database to predict AC relaxation modulus (E(t)) master curve coefficients from FWD deflection-time history data. According to the theory of viscoelasticity, if AC relaxation modulus, E(t), is known, |E*| can be calculated (and vice versa) through numerical inter-conversion procedures. Several case studies focusing on full-depth AC pavements were conducted to isolate potential backcalculation issues that are only related to the modulus master curve of the AC layer. For the proof-of-concept demonstration, a comprehensive full-depth AC analysis was carried out through 10,000 batch simulations using a viscoelastic forward analysis program. Anomalies were detected in the comprehensive raw synthetic database and were eliminated through imposition of certain constraints involving the sigmoid master curve coefficients. The surrogate forward modeling results showed that NNs are able to predict deflection-time histories from E(t) master curve coefficients and other layer properties very well. The NN inverse modeling results demonstrated the potential of NNs to backcalculate the E(t) master curve coefficients from single-drop FWD deflection-time history data, although the current prediction accuracies are not sufficient to recommend these models for practical implementation. Considering the complex nature of the problem investigated with many uncertainties involved, including the possible presence of dynamics during FWD testing (related to the presence and depth of stiff layer, inertial and wave propagation effects, etc.), the limitations of current FWD technology (integration errors, truncation issues, etc.), and the need for a rapid and simplified approach for routine implementation, future research recommendations have been provided making a strong case for an expanded research study.