An increased environmental awareness, legal demands and the large part of total costs attributable to fuel cost are all incentives for the automotive industry to reduce fuel consumption. The optimal driveline to enable this reduction depends on the operational conditions and the available infrastructure. Moreover, special care is needed when developing the driveline isolators, since the demands on noise, vibration and harshness (NVH) are the same regardless of driveline. To this end, computer aided calculations can be used in order to evaluate a large number of configurations. However, these calculations are only, at best, as good as the material models employed. In the foreseeable future, rubber with reinforcing fillers will be used in vibration isolators in order to obtain the desired properties of these components. However, the stiffness and damping of rubber with reinforcing fillers are highly non-linear functions, and the available material models in commercial software and in the literature are often insufficient. Therefore, a finite strain viscoplastic material model is derived in the time domain and implemented as a user defined material model in Abaqus Explicit. The model captures the strain amplitude and frequency dependency of the storage and loss modulus for a carbon black filled natural rubber. The model is accurate over a wide range of shear strain amplitudes and frequencies, 0.2-50 % and 0.5-20 Hz, respectively, using only 5 material parameters. In addition, the model correctly captures the response from bimodal excitations. The implementation in Abaqus Explicit enables component characteristics to be evaluated early in the development phase, with material parameters derived from simple test specimens. The improved accuracy of simulations of these components can aid engineers develop more optimized solutions faster than with conventional methods. / En ökad miljömedvetenhet, juridiska krav och den stora delen av de totala kostnaderna som kan hänföras till bränslekostnader är alla incitament för fordonsindustrin att minska bränsleförbrukningen. Den optimala drivlinan för att möjliggöra denna minskning beror på driftförhållanden och den tillgängliga infrastrukturen. Dessutom ställs höga krav på utvecklingen av drivlineisolatorer, eftersom kraven på buller och vibrationer (NVH) är desamma oavsett drivlina. För detta ändamål kan datorstödda beräkningar användas för att utvärdera ett stort antal konfigurationer. Dessa beräkningar är, i bästa fall, endast så bra som de använda materialmodellerna. Inom en överskådlig framtid kommer gummi med förstärkande fyllmedel användas i vibrationsisolatorer för att erhålla de önskade egenskaperna hos dessa komponenter. Men styvheten och dämpningen i gummi med förstärkande fyllmedel är kraftigt icke-linjära funktioner, och de tillgängliga materialmodellerna i kommersiella programvaror och i litteraturen är ofta otillräckliga. Därför är en viskoplastisk materialmodell för finita deformationer framtagen i tidsdomänen och implementeras som ett användardefinierat material i Abaqus Explicit. Modellen fångar töjningsamplitud- och frekvensberoendet av lagrings- och förlustmodulen för ett kimröksfyllt naturgummi. Den är korrekt över ett brett intervall av skjuvtöjningsamplituder och frekvenser, 0.2-50% respektive 0.5-20 Hz, och kräver endast 5 materialparametrar. Dessutom fångar modeller responsen från bimodala excitationer. Implementeringen i Abaqus Explicit gör att komponentegenskaper kan utvärderas tidigt i utvecklingsfasen, med materialparametrar som härrör från enkla provkroppar. Den förbättrade noggrannheten i simuleringar av dessa komponenter kan hjälpa ingenjörer att utveckla mer optimerade lösningar snabbare än med konventionella metoder. / <p>QC 20160406</p>

Les propriétés généralement demandées aux armatures pour béton armé doivent répondre à des exigences particulières précisées dans des normes nationales, européennes et internationales. Actuellement, dans la pratique de la production de l'acier à béton, on tend à substituer différentes nuances d'armature par une armature unifiée ayant une valeur de limite d'élasticité minimale de 500 MPa. Le remplacement des ronds à béton de nuance 400MPa par cette armature conduit à une économie de métal de l'ordre de 10-20 % d'après les estimations de différents spécialistes.Il existe, généralement, plusieurs techniques de fabrication des armatures, dont la déformation à chaud suivie d'un refroidissement accéléré sous flux d'eau (traitement thermomécanique ou Thermomechanical Control Process - TMCP), ainsi que la déformation à froid (tréfilage â travers une filière conique et une filière à rouleaux, microlaminage...), qui se heurte cependant â l'impossibilité de satisfaire aux exigences des Normes vis-à-vis des propriétés de résistance (Re > 500MPa) et de plasticité.Le présent travail a pour but le développement d'un procédé combiné de production d'acier à béton profitant des aspects positifs de deux types de déformation à chaud ainsi qu'à froid, sous forme du traitement combiné mécano-thermomécanique (post déformations à froid après le TMCP). et d'étudier la possibilité de production d'aciers à béton de qualité 500 MPa (B(A)500), de petits diamètres, en couronne, répondant aux exigences des Normes modernes. L'objectif scientifique de ce travail est d'étudier les mécanismes microstructuraux qui se produisent lors de la déformation à froid de l'acier préalablement traité thermomécaniquement et leurs conséquences sur l'évolution des propriétés mécaniques.Plusieurs nuances d'acier bas carbone de différents diamètres ont été étudiées. De nombreuses techniques de caractérisation macroscopique et microscopique de la structure de l'acier ont été utilisées: traction monotone, essais de microdureté, microscopie optique, microscopie électronique â balayage (MEB) et en transmission (MET), diffraction des rayons X. spectrométrie mécanique..Les résultats des essais montrent qu'il est possible d'obtenir avec assurance l’armature de qualité B(A)500, possédant des propriétés mécaniques qui dépassent les exigences des nonnes, à l'aide d’une déformation par torsion avec un cisaillement maximal de 22%, pour des aciers à 0.15 -0.2 % C(en poids), faiblement alliés en Mn et Si et traités themomécaniquement. La déformation par torsion provoque une augmentation de dureté en surface mais aussi au cœur de l'armature. Cette augmentation de dureté à cœur peut être amplifiée par le traitement thermique de vieillissement à 100°C correspondant à l'utilisation en Génie Civil. Cet effet, lié aux interactions dislocation-impuretés interstitielles, a été expliqué grâce â la MET et à l'étude du frottement intérieur. / Properties which are required from an armature for the reinforced concrete should satisfy the requirements of National, European and International standards. At the present time, in practice of armature production, there is a tendency of replacement of various classes of reinforcing steels by the unified armature with the minimum value of yield strength of 500 MPa. Replacement of the armature of the 400 MPa class by such reinforcing steel brings the economy of metal of an order of 10-20 % according to the estimations of various experts.In general, a set of production technologies of the armature exists, including hot deformation with the subsequent accelerated cooling in water - Thermomechanical Control Process (TMCP), and also cold deformation (drawing in conic die block, drawing in roller die block, microrolling) which nevertheless face the impossibility to provide the required strength (yield strength > 500MPa) and plastic properties.The technological purpose of the given work is:- development of the combined mechano-thermomechanical processing of armature's production which would combine positive aspects of hot and cold deformations (post deformation processing after TMCP);- examination of possibilty to manufacture the reinforcing steel of the class of 500MPa (B(A)500) of the small diameter, in coils, meeting the requirements of modem standards.The scientific objective of the work is the analysis of change of the microstructure of reinforcing steels after the cold deformation which is preliminary subjected to thermomechanical processing, and, also, the examination of the influence of microstructural effect on change of mechanical properties of steels.In the present study, a significant quantity of grades of low-carbon steels of various diameters has been investigated. Also, different techniques for macroscopical and microscopical characterization of the steel structures have been applied: tensile tests, micro-hardness test, optical microscopy, scanning electron microscopy (SEM), transmission electron microscopy (TEM), X-ray analysis and mechanical spectroscopy.Results of tests show that it is possible to obtain, with assurance, the reinforcing steel of the strength class B(A)500, with a complex of the mechanical properties surpassing the requirements of standards. For this purpose it is proposed to use the deformation by cold torsion with the maximum relative shear of 22 %, after thermomechanical processing, for steels with carbon content of 0,15...0,25% and alloyed with Mn and Si. Deformation by torsion provides an increase of hardness not only on the surface, but also in the core of armature. The effect of hardness increase can be strengthened by means of thermal ageing at 100°C corresponding to the use in Civil Engineering. This effect, related to the dislocations- interstitial impurities interactions, was explained thanks to MET and internal friction effect.

A thesis submitted to the Faculty of Engineering and the Built Environment, University of the Witwatersrand, Johannesburg, in fulfilment of the requirements for the degree of Doctor of Philosophy, Johannesburg, 2017 / Many reinforced concrete (RC) structures in inland environment deteriorate early due to carbonation-induced corrosion of their reinforcement. In some cases, the deterioration is visible within a few years of construction in the form of cover concrete cracking. This is widely accepted as one of the limit state indicators in defining the end of functional service life for existing RC structures undergoing corrosion. Many of the currently available service life prediction models are incapable of providing realistic service life estimates of RC structures beyond the corrosion initiation stage. Therefore, the need to incorporate the corrosion initiation and propagation stages in a comprehensive durability prediction approach has been receiving much research attention. In this research, empirical models were developed for predicting carbonation rate and the amount of steel radius loss required to initiate a first visible crack in concretes exposed to Johannesburg environment. The experimental data for the models were obtained from investigations of carbonation-induced reinforcement corrosion, which were explored in three phases; (i) concrete early-age durability and strength characteristics (ii) carbonation rate of different concrete mixes exposed to the natural inland environment (iii) amount of steel radius loss required to initiate the first visible crack on the pre-carbonated cover concretes exposed to an unsheltered environment. The experimental variables for the earlyage durability and strength tests were; water/binder ratio (w/b) and binder type; w/b, binder type, initial moist curing duration and exposure conditions are the experimental variables for the carbonation rate test. Cover depth, reinforcement diameter, binder type and w/b variables were considered for the corrosion cracking test. The results showed that an improvement in concrete quality (binder type, w/b ratio and extending the initial moist curing duration) and increment in cover thickness improved the durability of the RC structures exposed to the natural inland environment. Based on the trends in the observed experimental results, models to predict carbonation rate and the amount of steel radius loss required to initiate cover cracking in concrete were developed. The proposed models’ predictions are more closer to the measured values and compared well with the predictions of some previous models which indicate their respective predictive applications. They provide a general basis for durability analysis of RC structures in inland environment and can serve as basis for condition assessment of existing structures in the inland environment. Engineers can appreciate the consequences of design options on the service life of RC structures, while owners of RC structures can have information about how long their RC structures may last before any repair is envisaged / XL2018

A consolidação do processo de Modelagem da Informação da Construção (BIM) tende a contribuir para o aumento da eficiência da indústria da construção civil, fomentando novos fluxos de trabalho e permitindo o reuso de informações ao longo do ciclo de vida dos empreendimentos. Apesar do potencial de integração e automação associados ao processo BIM, o uso das informações digitais contidas no modelo para facilitar a pré-fabricação de produtos para a construção mostra-se incipiente. Nota-se que emprego da fabricação digital encontra obstáculos sobretudo em setores que atuam de modo segregado, e que por isto mesmo demandam sinergia, bem como o uso de normas e padrões que possibilitem a interoperabilidade e reuso das informações geradas nas fases anteriores a fabricação. Neste contexto, foi feita uma análise do uso da fabricação digital aplicada ao processamento industrial de aço para estruturas de concreto armado (corte e dobra). Embora os fabricantes que atuam neste setor possuam suporte a interface digital com os demais agentes, a configuração de sua cadeia de produtiva, bem como os processos tradicionalmente adotados, promovem a ocorrência de ilhas de automação ligadas por transferência manual e reentrada de dados. Como forma de reduzir a intervenção manual para a transcrição dos dados, propõe-se o uso do esquema de dados Industry Foundation Classes (IFC) na fabricação digital de componentes de armadura. Este trabalho tem por objetivo apresentar uma solução técnica, baseada no esquema IFC, aos requisitos de troca de informação necessários no fluxo de trabalho proposto. Com base nos requisitos de troca identificados por meio do método Information Delivery Manual (IDM), apresenta-se como essas informações podem ser mapeadas e qual o subconjunto de dados necessários à fabricação digital baseada no esquema IFC4. Por fim, apresenta-se a documentação e validação da solução técnica desenvolvida de acordo com o método Model View Definition (MVD) e com o uso da ferramenta ifcDoc. Após a realização de testes com base no esquema IFC4 foi constatada a viabilidade para recuperação dos dados contidos no modelo. Entretanto também foi identificada a carência de ferramentas comerciais que suportem tal funcionalidade. / The consolidation of Building Information Modeling (BIM) possibly contributes to the increase of the efficiency in the construction industry, by fostering new workflows and data reuse throughout projects life cycle. Despite the potential for integration and automation associated with BIM, the use of the digital information contained in the model to facilitate prefabrication of construction products is still incipient. The digital fabrication finds obstacles in sectors that act in a segregated manner, henceforth needs standard adoption to allow reuse of the information generated in the phases prior to production. In this context, it was analyzed the use of digital fabrication applied to the industrial processing of reinforcement bars for concrete structures (rebar cutting and bending). Although the fabricators who act in this sector already have support to the digital interface with other agents, the supply chain configuration adopted by the Brazilian market, as well as the traditional paper-based processes employed, promote the occurrence of \"islands of automation\" connected by manual data transfer. In order to reduce the need for manual intervention for data re-interpretation and re-entry, it is proposed to use the Industry Foundation Classes (IFC) data schema to promote the digital interface between the reinforcing bar supply chain stakeholder\'s. This work aims to present an IFC-based technical solution to the fabricator\'s information requirements by means of the Information Delivery Manual (IDM) and Model View Definition (MVD) standards. On the basis of the exchange requirements specified by rebar fabricator through IDM method, it is presented the IFC schema subset entailed and how this information can be mapped in order to allow the use of IFC on the cut & bend rebar supply chain. Finally, the technical solution was documented in an MVD and validate with the ifcDoc tool. After conducting validation tests based on the IFC4 schema, it was verified the viability to recover the data contained in the model. However, the lack of commercial tools that support such functionality has also been identified.

Neste trabalho, fibras lignocelulósicas de diferentes fontes (bananeira e coco) foram utilizadas como agentes de reforço na preparação de compósitos de matriz fenólica e lignofenólica. O fenol, utilizado na formulação da matriz, foi substituído parcial e totalmente por lignina, extraída do bagaço de cana de açúcar por processo Organosolve, na preparação dos termorrígidos lignofenólicos. Os polímeros foram moldados sob compressão e aquecimento controlados. Para caracterização das fibras lignocelulósicas, além da análise da composição, foram utilizadas as seguintes técnicas: difração de raios-X, cromatografia gasosa inversa (IGC), espectroscopia na região de infravermelho (IV), calorimetria exploratória diferencial (DSC), termogravimetria (TG), microscopia eletrônica de varredura (MEV), resistência à tração. Os pré-polímeros (fenólicos e lignofenólicos) foram caracterizados via cromatografia de exclusão por tamanho (SEC), IV, DSC, TG. Os compósitos obtidos foram caracterizados através de ensaios de impacto Izod, análise dinâmico-mecânica (DMA), absorção de água, DSC, TG. Os resultados revelaram que: a substituição total do fenol por lignina é viável; das duas fibras utilizadas como reforço, fibras de coco e banana (não tratadas, ou tratadas com solução alcalina ou ar ionizado), estas últimas apresentaram melhores resultados como reforço de matriz fenólica, possivelmente devido ao mais alto teor de celulose, que é o componente das fibras lignocelulósicas presente nos domínios cristalinos, e que, portanto, exerce a maior influência sobre as propriedades mecânicas destas, e conseqüentemente sobre a ação como reforço em compósitos; em se tratando de compósitos lignofenólicos, principalmente naquele em que fenol foi totalmente substituído por lignina, embora a fibra de coco não tenha boas propriedades mecânicas devido ao baixo teor de celulose, o alto teor de lignina presente neste fibra passou a corresponder a propriedade importantíssima, pois aumentou consideravelmente a afinidade fibra/matriz (também com alto teor de estruturas típicas de lignina). A intensificação das interações na interface possivelmente facilitou a transferência de carga da matriz para a fibra durante o impacto, levando ao material com mais alta resistência ao impacto, dentre os considerados no presente trabalho. Os resultados de absorção de água no geral foram importantes, pois além de indicar a afinidade do material por água, trouxeram também, dentre outras, informações sobre a interface fibra/matriz. No caso dos compósitos preparados a partir de pré-polímeros em que fenol foi totalmente substituído por lignina, os testes de absorção de água também foram importantes no sentido de indicar o melhor processo a ser utilizado na preparação dos pré-polímeros, sendo os resultados condizentes com aqueles obtidos via ensaio de impacto. Deve-se destacar o fato de ter sido possível preparar um compósito com boas propriedades, em que lignina foi usada como macromonômero na preparação da matriz polimérica, sendo esta reforçada com fibras vegetais, ou seja, obteve-se um compósito a partir de alta porcentagem de material oriundo de fontes renováveis / In this work, lignocellulosic fibers from different sources (banana tree and coconut) were used as reinforcing agents in the preparation of phenolic and lignophenolic matrix composites. The phenol used in the matrix formulation was substituted both partially and totally by lignin, extracted from sugarcane bagasse by organosolv process, in the preparation of the lignophenolic thermosets. The composites were molded under controlled pressure and heating. Besides composition analysis, the following techniques were used to characterize the lignocellulosic fibers: X-ray diffraction, inverse gas chromatography (IGC), infrared spectroscopy (IR), differential scanning calorimetry (DSC), thermogravimetry (TG), scanning electron microscopy (SEM), and tensile strength. The prepolymers (phenolic and lignophenolic) were characterized by size exclusion chromatography (SEC), IR, DSC, and TG. The composites obtained were characterized by Izod impact strength, dynamic mechanical analysis (DMA), water absorption, DSC, and TG. The results revealed that: -the total substitution of phenol by lignin is viable; - from the two reinforcing fibers used (banana tree and coconut, both treated and untreated with alkaline solution and ionized air), the former presented the best results as a phenolic matrix reinforcement, possibly due to their larger cellulose content, which is the component of the lignocellulosic fibers present in the crystalline domains. This has a greater influence on the mechanical properties of the fibers, and consequently on their action as composite reinforcement; -concerning the lignophenolic composites, mainly those in which phenol was completely substituted with lignin, although the coconut fibers do not have good mechanical properties due to their low cellulose content, their high lignin content contributed to a very important property, that is, a considerable increase in the affinity between the fiber and the matrix, which also has a high content of typical lignin structures. The intensity of the interactions at the interface may have made the load transfer from the matrix to the fiber during impact easier, resulting in a material with the highest impact strength, when compared to others prepared in the present study; -the water absorption results were generally important as besides information on the affinity of the material for water, they also gave further information on the fiber/matrix interface. In the case of composites prepared from prepolymers whose phenol was totally substituted by lignin, the water absorption tests were also important to indicate the best prepolymer preparation process, which was in agreement with impact assay results. It is important to highlight the fact that it is was possible to prepare a composite with good properties using lignin as a macromonomer in the preparation of a polymeric matrix reinforced with natural fibers, that is to say, with a high percentage of material derived from renewable sources

A competição acirrada no mercado da Construção Civil tem exigido das empresas construtoras a busca pela melhoria de sua eficiência produtiva. Dentro desse contexto, a melhoria da produtividade da mão-de-obra apresenta-se como caminho relevante na medida em que seus custos representam parcela significativa do ônus total relativo à produção, e existe uma variação significativa de desempenhos nas empresas atuantes no mercado. Como qualquer outro tipo de serviço de construção, o serviço de armação carece deste mesmo tipo de abordagem, haja vista a existência, nos canteiros de obras brasileiros, de uma alta variabilidade na produtividade da mão-de-obra envolvida na fabricação e montagem das armaduras para estruturas de concreto armado (30 a 100 Homens-hora/tonelada). Some-se a esse aspecto o fato de se detectar, na bibliografia, um número de trabalhos bastante mais expressivos quanto a outros serviços; por exemplo, discutem-se muito os projetos de processo para fôrmas enquanto não se dá esta mesma abordagem à armação. Portanto, o diagnóstico da produtividade e dos estudos relativos ao tema demonstram a importância do estudo de ações que possam levar à melhoria da competitividade na produção de armaduras. Este trabalho apresenta um método para a proposição de diretrizes, relativas ao processo de produção de armaduras para estruturas de concreto armado, que visam melhorar a produtividade da mão-de-obra do serviço de armação. Para tanto, buscar-se-á, no entendimento da relação entre a produtividade e os fatores que a influenciam, o embasamento necessário para a proposição de tais diretrizes. Tais fatores podem estar relacionados ao projeto do produto (com ênfase no projeto de detalhamento das armaduras), ao método de produção e à organização do trabalho. ) Para se alcançarem os objetivos propostos, o trabalho envolve um levantamento de informações prévio, realizado com base em estudos bibliográficos, entrevistas com especialistas e um intenso contato com os canteiros de obras. Para a validação do método proposto faz-se uma aplicação do mesmo através de um caso real. As diretrizes, obtidas mediante a aplicação do método, ajudarão a tomada de decisões da construtora, que poderá auxiliar: i) os projetistas estruturais a favorecerem, no desenvolvimento dos projetos de detalhamento das armaduras, sempre que possível, a construtibilidade; ii) os contratantes na concepção de sistemas de armação, nos canteiros de obras, que possibilitem a racionalização das operações e o alcance das produtividades potenciais da mão-de-obra; iii) os responsáveis pela mão-de-obra na organização do trabalho, de maneira a favorecer a melhoria da produtividade com benefícios a todas as partes envolvidas. / The increasing competition in Brazilian building industry has encouraged construction companies to develop efforts in order to enhance their productive efficiency. Naturally, improving labor productivity becomes a critical path to achieve the above goal, since labor represents a significant component of construction costs and its performance may vary considerably from project to project. Likewise other construction services, concrete reinforcing planning stages reasonably lack systematic approaches to reduce the remarkable variability found in labor productivity (30 to 100 men hours/ton) throughout production and assembly processes. Moreover, and differently from other topics such as formwork, concrete reinforcing has not been covered by comprehensive studies in recent years. Therefore, the reported inefficiency in the production process, the impact on construction costs and the lack of systematic studies evidence the relevance of further investigations about this topic. This research proposes guidelines to improve labor productivity in the concrete reinforcing. The methodology involved an international literature review and an extensive data collection, which included interviews with specialists and descriptive case studies in construction sites. Initially, factors that influence labor productivity were identified through literature review and empirical studies. Subsequently, these factors were grouped in three main categories: product design (especiallyreinforcement detailing), production method and work organization factors. Then a method to improve the productivity in concrete reinforcing was proposed and finally validated though application in a real case study. ) The resulting guidelines may arguably support decision makers throughout the planning process of concrete reinforcing, including: i) structural engineers, who may take into account construct ability issues during the conception of design solutions; ii) contractors and subcontractors, who may conceive reinforcing systems more efficiently as to rationalize production operations and achieve better performances; and iii) those responsible for workers\' organization, who may bring efficiency gains to the production process and benefits for all the stakeholders.

Prevention of the corrosion of steel reinforcement embedded in concrete is a constant challenge in engineering. A study of concrete surface resistivity versus elevation of partially immersed reinforced concrete structures in a marine splash zone has been developed and correlations made between concrete quality and chloride diffusion, i.e., aggressive ion permeability. A conditioning procedure was developed in which the concrete moisture content is increased by direct contact with fresh water for several days. The electrical resistivity of concrete is known to be primarily a function of the degree of water saturation. Correlations between field obtained concrete surface resistivity values versus chloride diffusivity, and between normalized resistivity measured on cores obtained from the field versus chloride diffusivity has been established. The resistivity values were measured on structures with different concrete mixes and various ages. / by Andres M. Suarez-Solano. / Thesis (M.S.C.S.)--Florida Atlantic University, 2009. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2009. Mode of access: World Wide Web.

The objective of this research was to quantify the effects of selected parameters on the accuracy of concrete cover measurements on bridge decks. This research involved three full-factorial laboratory experiments each designed to investigate one of three primary variables. These primary variables included distance to a parallel adjacent bar, distance to a reinforcement intersection, and incorrect bar size input for the cover meter. Each experiment also involved four secondary variables known to affect cover readings. These secondary variables included actual cover depth, meter brand, antenna type, and bar size. Statistical analyses were performed to determine the significance of each factor. A margin of error of 0.125 in., corresponding to the increase in diameter between successive U.S. standard rebar sizes, was established as the threshold for practical importance in the data analysis. Three primary findings resulted from the three experiments performed in this research. For the meters and antennas tested, the results of the field-of-view experiment indicated that, if the spacing is greater than approximately 4.0 in., the returned readings are within the threshold for practical importance established for this research. The results of the proximity-to-an-intersection experiment indicated that, regardless of where the measurement is taking place in relation to an intersection, the operator can be confident that the errors will be less than 0.125 in. as long as the bar in question is above the intersecting bar. The results of the wrong-bar-size experiment indicated that, if the operator of the cover meter does not know the actual rebar size in question, the measured cover will be within 0.125 in. of the actual cover depth as long as the meter input is within one bar size of the correct value. Obtaining accurate cover measurements on bridge decks is important for quality assurance, service life prediction, and rehabilitation programming.

Two experiments were conducted in an attempt to provide a direct, response-independent test of the delay-reduction hypothesis of conditioned reinforcement. In both experiments, pigeons made observing responses, by pressing a treadle, for stimuli associated with the schedule component in effect . The consequences of an observing response were varied; an observing response produced: a) either the stimulus associated with the shorter component or the stimulus associated with the longer component depending on the schedule component in effect; b) the stimulus associated with the short component only; c) the stimulus associated with the long component only; or, d) neigher stimulus (no consequence). In Experiment I, naive pigeons were initially exposed to a mixed schedule with two differential reinforcement of other (ORO) behavior components; 10 seconds and 30 seconds (Phase One). In the second phase the same birds were exposed to an identical schedule, but the components were fixed time (FT) components (Phase Two). Reinforcement in both phases was six seconds access to food. In Experiment II, naive pigeons were exposed to both phases of Experiment I., but reinforcement density was altered. Each 10 second component was followed by 3 seconds of food and each 30 second component was followed by 9 seconds of food. In both experiments, differential observing behavior was maintained during the FT (Phase Two) procedure but not during the ORO (Phase One) procedure. In addition, equalizing reinforcement density (Experiment II) had the effect of altering the pattern of observing behavior but did not reverse or eliminate the preference shown for the stimulus associated with the shorter delay to reinforcement over the stimulus associated with the longer delay to reinforcement. It is suggested that some characteristic of the DRO procedure may have been responsible for the lack of differential observing. While the delay-reduction hypothesis of conditioned reinforcement was supported by the results of theFT procedure of both experiments, some amendments are required to account for the lack of differential observing during theDRO procedure. Reinforcement density appeared to have little effect upon observing behavior, but further research is advised concerning its effect upon observing response patterns.

Abstract not available