Wheels and axles.

Las máquinas ofrecen la ventaja mecánica de que permiten utilizar menos fuerza para hacer la misma cantidad de trabajo. El objetivo de este recurso es llamar la atención de los alumnos de primaria de la importancia que tienen los objetos que nos rodean en los principios de la física básica y animarlos a explorar su entorno en busca de estos principios. Introduce a los más jóvenes, de una forma sencilla y clara, en el conocimiento de las máquinas simples proporcionando información básica sobre las ruedas y los ejes describiendo los diferentes tipos, usos, beneficios y la forma en cómo las utilizamos en nuestra vida cotidiana. Tiene glosario.

Operator, organizational and field (third echelon) maintenance repair parts and special tool lists and maintenance allocation chart, axles RL-27-B, RL-27-C, and RL-27-D.

"11 June 1964."

On torsional vibrations in axles and shafting,

Mode of access: Internet.

A study of fatigue cracks in car axles : a report of the investigation conducted by the Engineering experiment station, University of Illinois, in coöperation with Utilities coöperative research committee

Part II, by Herbert F. Moore, Stuart W. Lyon and Norville J. Alleman.

A study of fatigue cracks in car axles : a report of the investigation conducted by the Engineering experiment station, University of Illinois, in coöperation with Utilities coöperative research committee

Part II, by Herbert F. Moore, Stuart W. Lyon and Norville J. Alleman.

Diálogos sobre a alfabetização, a leitura e a escrita no Programa Provinha Brasil

Esta pesquisa documental analisa as concepções de alfabetização, leitura e escrita subjacentes à Provinha Brasil no período 2008-2012 e o panorama em que esse programa de avaliação é produzido. Parte do referencial bakhtiniano e do conceito de alfabetização de Gontijo (2008, 2013). Ao tomar a Provinha como gênero do discurso, discute os elos precedentes dentro do contexto de produção dessa avaliação, a autoria do Programa e seus principais destinatários. Constata que a Provinha é criada como resposta às demandas de avaliação da alfabetização provenientes de organismos internacionais como o Banco Mundial e a Organização das Nações Unidas para a Educação (Unesco). A avaliação é elaborada pelo Instituto Nacional de Estudos e Pesquisas Educacionais Anísio Teixeira (Inep) como órgão que coordena as avaliações no País, em colaboração com pesquisadores de universidades e de organizações da sociedade civil, para demonstrar confiabilidade científica aliada à participação democrática no processo de produção. Seus principais destinatários são gestores de Secretarias de Educação e professores. Aos primeiros, cabe aderir ao programa de avaliação e tomar medidas administrativas para sua operacionalização nas redes. Os docentes têm o papel central de seguir as orientações do material e reorganizar sua prática em função de melhorias nos desempenhos das crianças no teste. Estas, por sua vez, são desconsideradas como sujeitos de dizeres e é legitimado um discurso homogeneizador sobre seu desenvolvimento. A partir dos testes aplicados e das matrizes de referência e seus eixos, a pesquisa analisa como a diferenciação teórica entre alfabetização e letramento se concretiza na organização das provas. A alfabetização, entendida como apropriação do sistema de escrita, é avaliada no primeiro eixo do teste principalmente como identificação de unidades menores da língua, como letras, sílabas e fonemas. As habilidades de leitura, ligadas ao letramento como concebido nos pressupostos do programa, são aferidas ora como decodificação de palavras e frases descontextualizadas, ora como apreensão de significado predeterminado do texto. A escrita somente é avaliada no ano de 2008 e por meio de itens que solicitavam codificação de palavras e frases ditadas pelo aplicador. Desse modo, a Provinha Brasil contribui para a subtração das potencialidades políticas e transformadoras do aprendizado da língua materna no País.

Integrated vehicle classification system

This paper presents an integrated system for vehicle classification. This system aims to classify vehicles using different approaches: 1) based on the height of the first axle and_the number of axles; 2) based on volumetric measurements and; 3) based on features extracted from the captured image of the vehicle. The system uses a laser sensor for measurements and a set of image analysis algorithms to compute some visual features. By combining different classification methods, it is shown that the system improves its accuracy and robustness, enabling its usage in more difficult environments satisfying the proposed requirements established by the Portuguese motorway contractor BRISA.

On the robustness of the slotine-Li and the FPT/SVD-based adaptive controllers

A comparative study concerning the robustness of a novel, Fixed Point Transformations/Singular Value Decomposition (FPT/SVD)-based adaptive controller and the Slotine-Li (S&L) approach is given by numerical simulations using a three degree of freedom paradigm of typical Classical Mechanical systems, the cart + double pendulum. The effects of the imprecision of the available dynamical model, presence of dynamic friction at the axles of the drives, and the existence of external disturbance forces unknown and not modeled by the controller are considered. While the Slotine-Li approach tries to identify the parameters of the formally precise, available analytical model of the controlled system with the implicit assumption that the generalized forces are precisely known, the novel one makes do with a very rough, affine form and a formally more precise approximate model of that system, and uses temporal observations of its desired vs. realized responses. Furthermore, it does not assume the lack of unknown perturbations caused either by internal friction and/or external disturbances. Its another advantage is that it needs the execution of the SVD as a relatively time-consuming operation on a grid of a rough system-model only one time, before the commencement of the control cycle within which it works only with simple computations. The simulation examples exemplify the superiority of the FPT/SVD-based control that otherwise has the deficiency that it can get out of the region of its convergence. Therefore its design and use needs preliminary simulation investigations. However, the simulations also exemplify that its convergence can be guaranteed for various practical purposes.

Response of Iowa Pavements to Heavy Agricultural Loads, HR-1075, 1999

Iowa's county road system includes several thousands of miles of paved roads which consist of Portland cement concrete (PCC) surfaces, asphalt cement concrete (ACC) surfaces, and combinations of thin surface treatments such as seal coats and slurries. These pavements are relatively thin pavements when compared to the state road system and therefore are more susceptible to damage from heavy loads for which they were not designed. As the size of the average farm in Iowa has increased, so have the size and weights of implements of husbandry. These implements typically have fewer axles than a truck hauling the same weight would be required to have; in other words, some farm implements have significantly higher axle weights than would be legal for semi-trailers. Since stresses induced in pavements are related to a vehicle's axle weight, concerns have been raised among county and state engineers regarding the possible damage to roadway surfaces that could result from some of these large implements of husbandry. Implements of husbandry on Iowa's highway system have traditionally not been required to comply with posted weight embargo on bridges or with regulations regarding axle-weight limitations on roadways. In 1999, with House File 651, the Iowa General Assembly initiated a phased program of weight restrictions for implements of husbandry. To help county and state engineers and the Iowa legislature understand the effects of implements of husbandry on Iowa's county roads, the following study was conducted. The study investigated the effects of variously configured grain carts, tank wagons, and fence-line feeders on Iowa's roadways, as well as the possible mitigating effects of flotation tires and tracks on the transfer of axle weights to the roadway. The study was accomplished by conducting limited experimental and analytical research under static loading conditions

Dynamics of Highway Bridges, HR-67, 1961

The AASHO specifications for highway bridges require that in designing a bridge, the live load must be multiplied by an impact factor for which a formula is given, dependent only upon the length of the bridge. This formula is a result of August Wohler's tests on fatigue in metals, in which he determined that metals which are subjected to large alternating loads will ultimately fail at lower stresses than those which are subjected only to continuous static loads. It is felt by some investigators that this present impact factor is not realistic, and it is suggested that a consideration of the increased stress due to vibrations caused by vehicles traversing the span would result in a more realistic impact factor than now exists. Since the current highway program requires a large number of bridges to be built, the need for data on dynamic behavior of bridges is apparent. Much excellent material has already been gathered on the subject, but many questions remain unanswered. This work is designed to investigate further a specific corner of that subject, and it is hoped that some useful light may be shed on the subject. Specifically this study hopes to correlate, by experiment on a small scale test bridge, the upper limits of impact utilizing a stationary, oscillating load to represent axle loads moving past a given point. The experiments were performed on a small scale bridge which is located in the basement of the Iowa Engineering Experiment Station. The bridge is a 25 foot simply supported span, 10 feet wide, supported by four beams with a composite concrete slab. It is assumed that the magnitude of the predominant forcing function is the same as the magnitude of the dynamic force produced by a smoothly rolling load, which has a frequency determined by the passage of axles. The frequency of passage of axles is defined as the speed of the vehicle divided by the axle spacing. Factors affecting the response of the bridge to this forcing function are the bridge stiffness and mass, which determine the natural frequency, and the effects of solid damping due to internal structural energy dissipation.

Fatigue Behavior of Air-Entrained Concrete, HR-183, 1977

When a material fails under a number of repeated loads, each smaller than the ultimate static strength, a fatigue failure is said to have taken place. Many studies have been made to characterize the fatigue behavior of various engineering materials. The results of some of these studies have proved invaluable in the evaluation and prediction of the fatigue strength of structural materials. Considerable time and effort has gone into the evaluation of the fatigue behavior of metals. These early studies were motivated by practical considerations: The first fatigue tests were performed on materials that had been observed to fail after repeated loading of a magnitude less than that required for failure under the application of a single load. Mine-hoist chains, railway axles, and steam engine parts were among the first structural components to be recognized as exhibiting fatigue behavior. Since concrete is usually subjected to static loading rather than cyclic loading, need for knowledge of the fatigue behavior of concrete has lagged behind that of metals. One notable exception to this, however, is in the area of highway and airfield pavement design. Due to the fact that the fatigue behavior of concrete must be understood in the design of pavements and reinforced concrete bridges, highway engineers have provided the motivation for concrete fatigue studies since the 1920's.

Fatigue Behavior of Air-Entrained Concrete: Phase II, HR-197, 1979

When a material fails under a number of repeated loads, each smaller than the ultimate static strength, a fatigue failure is said to have taken place. Many studies have been made to characterize the fatigue behavior of various engineering materials. The results of some of these studies have proved invaluable in the evaluation and prediction of the fatigue strength of structural materials. Considerable time and effort have gone into the evaluation of the fatigue behavior of metals. These early studies were motivated by practical considerations: the first fatigue tests were performed on materials that had been observed to fail after repeated loading of a magnitude less than that required for failure under the application of a single load. Mine-hoist chains (1829), railway axles (1852), and steam engine parts were among the first structural components to be recognized as exhibiting fatigue behavior. Since concrete is usually subjected to static loading rather than cyclic loading, need for knowledge of the fatigue behavior of concrete has lagged behind that of metals. One notable exception to this, however, is in the area of highway and airfield pavement design. Due to the fact that the fatigue behavior of concrete must be understood in the design of pavements and reinforced concrete bridges, highway engineers have provided the motivation for concrete fatigue studies since the 1920s.

Toimittajavalinta strategiselle komponentille akselistotehtaassa

Diplomityön tavoitteena oli löytää uusi kaarevahampaisten kartiopyörien toimittaja tulevaisuuden tuoteperheelle Sisu Akselit Oy:ssä. Kirjallisuustutkimuksen osuudessa perehdyttiin toimittajanvalintaprosessin eri osa-alueisiin. Käsiteltäviä alueita olivat mm. markkinatekijät, toimittajasuhteen ominaisuudet ja valintaprosessin työvaiheet sekä muutamat prosessin työkalut. Soveltavan osan alussa muodostettiin malli valintaprosessin läpiviemiseksi. Malli koostuu viidestä vaiheesta, joista ensimmäiset neljä toteutettiin diplomityön puitteista. Ensimmäinen vaihe sisältää yrityksen sisäisen analyysin, toinen toimittajamarkkinoiden tutkimuksen yrityksen ulkopuolella, kolmas hankinnan strategiavaihtoehtojen määrittämisen ja neljäs valintojen tekemisen. Viidennessä vaiheessa sovitaan toimituksen yksityiskohdista ja aloitetaan toimitukset. Työn tuloksena saatiin määritettyä toimittajasuhdestrategia Sisu Akselit Oy:n kaarevahampaisten kartiopyörien hankinnalle uudella tuoteperheellä. Valittuun suhdestrategiaan rajattiin suuresta joukosta kolme parhaiten sopivaa potentiaalista toimittajaa. Markkinoilla olevien valmistajien toiminnan tehokkuudessa havaittiin suuria eroja. Näin valintojen tuloksena arvioidaan saavutettavan kustannussäästöjä nykytilaan verrattuna. Työn sivutuotteena syntyi strategisen komponentin toimittajavalintamalli, jota voitaneen yrityksessä soveltaa jatkossakin.

A novel bogie design made of glass fibre reinforced plastic

This paper presents a completely new design of a bogie-frame made of glass fibre reinforced composites and its performance under various loading conditions predicted by finite element analysis. The bogie consists of two frames, with one placed on top of the other, and two axle ties connecting the axles. Each frame consists of two side arms and a transom between. The top frame is thinner and more compliant and has a higher curvature compared with the bottom frame. Variable vertical stiffness can be achieved before and after the contact between the two frames at the central section of the bogie to cope with different load levels. Finite element analysis played a very important role in the design of this structure. Stiffness and stress levels of the full scale bogie presented in this paper under various loading conditions have been predicted by using Marc provided by MSC Software. In order to verify the finite element analysis (FEA) models, a fifth scale prototype of the bogie has been made and tested under quasi-static loading conditions. Results of testing on the fifth scale bogie have been used to fine tune details like contact and friction in the fifth scale FEA models. These conditions were then applied to the full scale models. Finite element analysis results show that the stress levels in all directions are low compared with material strengths.

A onda do turismo na cidade do sol: a reconfiguração urbana de Natal

Space reading of Natal City and its reconfiguration from the intensification of tourist activity and the expansion of the services' sector, transiting, primarily, through the geography, the social sciences, the economy, in one main approach that is unaware of science's traditional limitations and recognizes the complexity that involves current world. In face of this agreement it analyzes the social-economic implications that remodel the spaces under the new economic view of services' sector, commanded by the tourism, in an intense process of city's reconfiguration, concentrating in three great axles and their irrigation ways. These changes were about the public-private relation (by the public politics) in the formation of new spaces and in the remodeling of the city's old areas, which, together, had contributed to the tourist activity's appropriation, returning it in a social-economic mosaic that owns obvious reflexes in its space. This fragmentation in the urbane cloth of Natal is expressed by social nature and economic points and, in the scenery, is manifested through the modern forms of city's space occupation by the local elites and services' sector, evidencing their status' district, as well as selecting those areas with bigger capacity to reply to the capital