¿Por qué no ha fructificado la propuesta del profesor como investigador? Y algunas propuestas para resistir a un presente nostálgico

En aquest article es revisa el marc que ha permès situar algunes de les propostes de John Elliot en l'educació espanyola. En especial, es para atenció al desafiament que va suposar el plantejament de la investigació en l'acció i la noció del professor com a investigador. Alhora que s'analitza la seva acollida favorable inicial entre una part de la comunitat acadèmica i el professorat innovador, es revisen algunes de les possibles causes de per què no va fructificar en el marc d'una reforma com la de 1990. Tot això serveix de pont per destacar la vigència de les idees i aportacions de John Elliott, amb motiu de la seva investidura com a doctor honoris causa per la Universitat Autònoma de Barcelona, en el moment històric que viu el nostre sistema educatiu a partir de l'aprovació de la LOCE. Tenir en compte les idees i propostes de John Elliott pot suggerir-nos algunes formes de resistència en un moment que molts educadors innovadors i compromesos en el seu treball viuen com a profundament regressiu.

Measurement of Ice Scraping Forces on Snow-Plow Underbody Blades, HR-372, 1997

In this study, several new cutting edges for removal of ice from the roadway were tested in a series of closed road tests. These new cutting edges consisted of a variety of serrated shapes. The study also included measurement of ice scraping forces by in-service trucks. These trucks were instrumented in a similar manner as the truck used in the closed-road tests. Results from the closed-road and in-service tests were analyzed by two parameters. The first parameter is the scraping effectiveness, which is defined as the average horizontal force experienced by a cutting edge. The amount of ice scraped from the roadway is directly proportional to the magnitude of the scraping effectiveness. Thus an increase in scraping effectiveness indicates an increase in the amount of ice being scraped from the roadway. The second parameter is force angle, which is defined as tan to the -1 power [vertical force/horizontal force]. A combination of a minimal force angle and a maximized scraping effectiveness represents a case in which the maximal amount of ice is being removed from the pavement without an exceptionally large vertical force. Results indicate that each cutting edge produced a maximal scraping effectiveness with a testing configuration of a 15 deg blade angle and a 23,000 lb. download force. Results also indicate that each cutting edge produced a minimal force angle with a testing configuration of a 15 deg blade angle and a 10,000 lb. download force. Results from the in-service trucks produced similar data and also similar trends within the data when compared to the results of the closed-road tests. This result is most important, as it suggests that the closed-road tests do provide an accurate measure of ice scraping forces for a given blade and configuration of that blade. Thus if the closed-road tests indicate that certain blades perform well, there is now excellent reason to conduct full scale tests of such blades.

Field Monitoring of Curved Girder Bridges with Integral Abutments, TPF-5(169), 2014

Nationally, there are questions regarding the design, fabrication, and erection of horizontally curved steel girder bridges due to unpredicted girder displacements, fit-up, and locked-in stresses. One reason for the concerns is that up to one-quarter of steel girder bridges are being designed with horizontal curvature. There is also an urgent need to reduce bridge maintenance costs by eliminating or reducing deck joints, which can be achieved by expanding the use of integral abutments to include curved girder bridges. However, the behavior of horizontally curved bridges with integral abutments during thermal loading is not well known nor understood. The purpose of this study was to investigate the behavior of horizontal curved bridges with integral abutment (IAB) and semi-integral abutment bridges (SIAB) with a specific interest in the response to changing temperatures. The long-term objective of this effort is to establish guidelines for the use of integral abutments with curved girder bridges. The primary objective of this work was to monitor and evaluate the behavior of six in-service, horizontally curved, steel-girder bridges with integral and semi-integral abutments. In addition, the influence of bridge curvature, skew and pier bearing (expansion and fixed) were also part of the study. Two monitoring systems were designed and applied to a set of four horizontally curved bridges and two straight bridges at the northeast corner of Des Moines, Iowa—one system for measuring strains and movement under long term thermal changes and one system for measuring the behavior under short term, controlled live loading. A finite element model was developed and validated against the measured strains. The model was then used to investigate the sensitivity of design calculations to curvature, skew and pier joint conditions. The general conclusions were as follows: (1) There were no measurable differences in the behavior of the horizontally curved bridges and straight bridges studied in this work under thermal effects. For preliminary member sizing of curved bridges, thermal stresses and movements in a straight bridge of the same length are a reasonable first approximation. (2) Thermal strains in integral abutment and semi-integral abutment bridges were not noticeably different. The choice between IAB and SIAB should be based on life – cycle costs (e.g., construction and maintenance). (3) An expansion bearing pier reduces the thermal stresses in the girders of the straight bridge but does not appear to reduce the stresses in the girders of the curved bridge. (4) An analysis of the bridges predicted a substantial total stress (sum of the vertical bending stress, the lateral bending stress, and the axial stress) up to 3 ksi due to temperature effects. (5) For the one curved integral abutment bridge studied at length, the stresses in the girders significantly vary with changes in skew and curvature. With a 10⁰ skew and 0.06 radians arc span length to radius ratio, the curved and skew integral abutment bridges can be designed as a straight bridge if an error in estimation of the stresses of 10% is acceptable.

¿Por qué no ha fructificado la propuesta del profesor como investigador? Y algunas propuestas para resistir a un presente nostálgico

En aquest article es revisa el marc que ha permès situar algunes de les propostes de John Elliot en l'educació espanyola. En especial, es para atenció al desafiament que va suposar el plantejament de la investigació en l'acció i la noció del professor com a investigador. Alhora que s'analitza la seva acollida favorable inicial entre una part de la comunitat acadèmica i el professorat innovador, es revisen algunes de les possibles causes de per què no va fructificar en el marc d'una reforma com la de 1990. Tot això serveix de pont per destacar la vigència de les idees i aportacions de John Elliott, amb motiu de la seva investidura com a doctor honoris causa per la Universitat Autònoma de Barcelona, en el moment històric que viu el nostre sistema educatiu a partir de l'aprovació de la LOCE. Tenir en compte les idees i propostes de John Elliott pot suggerir-nos algunes formes de resistència en un moment que molts educadors innovadors i compromesos en el seu treball viuen com a profundament regressiu.

Air Content and Permeability of PCC Pavements: 1909 to 2006, MLR-05-02, 2007

Portland cement concrete pavements have given excellent service history for Iowa. Many of these pavements placed during the 1920’s and 1930’s are still in service today. Many factors go in to achieve a long term durable concrete pavement. Probably the most important is the durability of the aggregate. Until the 1930’s, pit run gravel was the most predominant aggregate used. Many of these gravels provided long term performance and their durability is dependent upon the carbonate fraction of the gravel. Later, limestone (calcium carbonate) and dolomite (calcium, magnesium carbonate) sources were mined across Iowa. The durability of these carbonate aggregates is largely dependent upon the pore system which can cause freeze thaw problems known as D-cracking, which was a problem with some sources during the 1960’s. Also, some of these carbonate aggregates are also susceptible to deterioration from deicing salts. Geologists have identified the major components that affect the durability of these carbonate aggregates and sources are tested to ensure long term performance in Portland cement concrete. Air entrainment was originally put in concrete to improve scaling resistance. It is well known that air entrainment is required to provide freeze thaw protection in concrete pavements today. In Iowa, air entrainment was not introduced in concrete pavements until 1952. This research investigates properties that made older concrete pavements durable without air entrainment.

Evaluation of PCC Specification Changes Impact on Durability: 1992 - 1997 Core Study, MLR-98-06, 2005

In 1990, early distress had shown up on US 20 in Hamilton/Webster counties, three years after paving. Since that time, over a dozen more projects, constructed between 1984 and 1994, have been found to exhibit similar early distress. Several changes to the concrete and Portland cement specifications occurred in 1994 and 1996. This study was undertaken to investigate in place concrete pavements before and after specification changes were implemented. The objective of this research is to evaluate the impact of Portland cement and concrete specification changes made in 1994 and 1996 on PCC durability. Cores were obtained in 1998 and 2003 from projects constructed in 1992, before specification changes, and 1997 after specification changes. The following is a brief summary of the conclusions: 1. The pavements in the study constructed under the new specifications are performing much better after 5 years of service than the pavements constructed under the old specifications. 2. According to ISU, micro-cracking is evident in all concrete that has been in service, due to thermal stresses and loading stresses. Also, the low vacuum SEM will desiccate the concrete enough to cause micro-cracking. The SEM should not be used as a tool to indicate micro-cracking. 3. Use of Type II cement (C3A <8%) and a 3.0% SO3 limit does not completely eliminate ettringite infilling in air voids, as indicated in the bottom of the 1997 cores. 4. In areas of high moisture (bottom of the core), infilling is present in most of the 1997 cores. 5. Low air content and high spacing factor in the top of 1992 cores apparently causes F/T cycling cracking and then increased moisture paths from cracking causes infilling. 6. Use of ground granulated blast furnace slag (GGBFS) and fly ash reduces ettringite infilling either by diluting the aluminate (C3A) or lowering permeability, which slows ingress of moisture. 7. The specification changes that made the biggest impact on pavement durability are the limits on vibration and increase in air content in September 1994. 8. Investigations of cores from pavements placed in 2002 and 2003 indicate improved air contents and spacing factors. In-place air content and spacing factors should be monitored to determine if appropriate air void parameters are being met.

Investigation of Steel-Stringer Bridges: Superstructures and Substructures, Volume II, TR-522, 2007

Problems with unknown bridge foundations in Iowa are often associated with timber substructures. Timber piles are subject to biological and physical deterioration, which makes quantifying in-service pile capacity difficult. Currently there are no reliable means to estimate the residual carrying capacity of an in-service deteriorated pile; and thus, the overall safety of the bridge cannot be determined. The lack of reliable evaluation methods can lead to conservative and costly maintenance practices. This research study was undertaken to investigate procedures for assessing bridge substructures, and evaluating procedures for rehabilitating/strengthening/replacing inadequate substructure components. The report includes an extensive literature review, a field reconnaissance study of 49 bridges, a survey of substructure problems from the perspective of County Engineers, a laboratory study aiming to correlate nondestructive tests to residual pile strength and stiffness values, nondestructive and destructive load tests for 6 bridges with poor substructures, and finally a laboratory study evaluating selected repair methods.

Iowa State Highway 92 Over Drainage Ditch #25: Performance Evaluation - Galvanized Reinforcing Bars -- Louisa County, Iowa, 2015

Several strategies are available to the Iowa Department of Transportation (IaDOT) for limiting deterioration due to chloride-induced corrosion of embedded reinforcing bars in concrete bridge decks. While the method most commonly used throughout the Midwestern United States is to construct concrete bridge decks with fusion-bonded epoxy-coated reinforcing bars, galvanized reinforcing bars are an available alternative. Previous studies of the in situ performance of galvanized reinforcing bars in service in bridge decks have been limited. IaDOT requested that Wiss, Janney, Elstner Associates, Inc. (WJE) perform this study to gain further understanding of the long-term performance of an Iowa bridge deck reinforced with galvanized reinforcing bars. This study characterized the condition of a bridge deck with galvanized reinforcing bars after about 36 years of service and compared that performance to the expected performance of epoxy-coated or uncoated reinforcing bars in similar bridge construction. For this study, IaDOT selected the Iowa State Highway 92 bridge across Drainage Ditch #25 in Louisa County, Iowa (Structure No. 5854.5S092), which was constructed using galvanized reinforcing bars as the main deck reinforcing. The scope of work for this study included: field assessment, testing, and sampling; laboratory testing and analysis; analysis of findings; service life modeling; and preparation of this report. In addition, supplemental observations of the condition of the galvanized reinforcing bars were made during a subsequent project to repair the bride deck.

Laboratory Investigation of Concrete Beam-End Treatments, RB08-013, 2015

The ends of prestressed concrete beams under expansion joints are often exposed to moisture and chlorides. Left unprotected, the moisture and chlorides come in contact with the ends of the prestressing strands and/or the mild reinforcing, resulting in corrosion. Once deterioration begins, it progresses unless some process is employed to address it. Deterioration can lead to loss of bearing area and therefore a reduction in bridge capacity. Previous research has looked into the use of concrete coatings (silanes, epoxies, fiber-reinforced polymers, etc.) for protecting prestressed concrete beam ends but found that little to no laboratory research has been done related to the performance of these coatings in this specific type of application. The Iowa Department of Transportation (DOT) currently specifies coating the ends of exposed prestressed concrete beams with Sikagard 62 (a high-build, protective, solvent-free, epoxy coating) at the precast plant prior to installation on the bridge. However, no physical testing of Sikagard 62 in this application has been completed. In addition, the Iowa DOT continues to see deterioration in the prestressed concrete beam ends, even those treated with Sikagard 62. The goals of this project were to evaluate the performance of the Iowa DOT-specified beam-end coating as well as other concrete coating alternatives based on the American Association of State Highway and Transportation Officials (AASHTO) T259-80 chloride ion penetration test and to test their performance on in-service bridges throughout the duration of the project. In addition, alternative beam-end forming details were developed and evaluated for their potential to mitigate and/or eliminate the deterioration caused by corrosion of the prestressing strands on prestressed concrete beam ends used in bridges with expansion joints. The alternative beam-end details consisted of individual strand blockouts, an individual blockout for a cluster of strands, dual blockouts for two clusters of strands, and drilling out the strands after they are flush cut. The goal of all of the forming alternatives was to offset the ends of the prestressing strands from the end face of the beam and then cover them with a grout/concrete layer, thereby limiting or eliminating their exposure to moisture and chlorides.

Evaluation of Post-Tension Strengthened Steel Girder Bridge Using FRP Bars, 2003

Many state, county, and local agencies are faced with deteriorating bridge infrastructure composed of a large percentage of relatively short to medium span bridges. In many cases, these older structures are rolled or welded longitudinal steel stringers acting compositely with a reinforced concrete deck. Most of these bridges, although still in service, need some level of strengthening due to increases in legal live loads or loss of capacity due to deterioration. Although these bridges are overstressed in most instances, they do not warrant replacement; thus, structurally efficient but cost-effective means of strengthening needs to be employed. In the past, the use of bolted steel cover plates or angles was a common retrofit option for strengthening such bridges. However, the time and labor involved to attach such a strengthening system can sometimes be prohibitive. This project was funded through the Federal Highway Administration’s Innovative Bridge Research and Construction program. The goal is to retrofit an existing structurally deficient, three-span continuous steel stringer bridge using an innovative technique that involves the application of post-tensioning forces; the post-tensioning forces were applied using fiber reinforced polymer post-tensioning bars. When compared to other strengthening methods, the use of carbon fiber reinforced polymer composite materials is very appealing in that they are highly resistant to corrosion, have a low weight, and have a high tensile strength. Before the post-tensioning system was installed, a diagnostic load test was conducted on the subject bridge to establish a baseline behavior of the unstrengthened bridge. During the process of installing the post-tensioning hardware and stressing the system, both the bridge and the post-tensioning system were monitored. The installation of the hardware was followed by a follow-up diagnostic load test to assess the effectiveness of the post-tensioning strengthening system. Additional load tests were performed over a period of two years to identify any changes in the strengthening system with time. Laboratory testing of several typical carbon fiber reinforced polymer bar specimens was also conducted to more thoroughly understand their behavior. This report documents the design, installation, and field testing of the strengthening system and bridge.

Nondestructive Evaluation and Assessment of Concrete Barriers for Defects and Corrosion, 2013

Wiss, Janney, Elstner Associates, Inc. (WJE) evaluated potential nondestructive evaluation (NDE) methodologies that may be effective in 1) identifying internal defects within slip formed concrete barriers and 2) assessing the corrosion condition of barrier dowel bars. The evaluation was requested by the Bridge Maintenance and Inspection Unit of the Iowa Department of Transportation (IaDOT) and the Bureau of Bridges and Structures of the Illinois Department of Transportation (IDOT). The need arose due to instances in each Department’s existing inventory of bridge barriers where internal voids and other defects associated with slip forming construction methods were attributed to poor barrier performance after completion of construction and where, in other barrier walls, unintentional exposure of the dowel bars revealed extensive corrosion-related section loss at previously uninspectable locations, reducing the capacity of the barriers to resist traffic impact loads. WJE trial tested potential NDE techniques on laboratory mock-up samples built with known defects, trial sections of cast-in-place barriers at in-service bridges in Iowa, and slip formed and cast-in-place barrier walls at in-service bridges in Illinois. The work included review of available studies performed by others, field trial testing to assess candidate test methods, verification of the test methods in identifying internal anomalies and dowel bar corrosion, and preparation of this report and nondestructive evaluation guidelines.

La nueva formación del profesorado en Francia: la experiencia del I.U.F.M. de la Académie de Grenoble

Se describen las características de la formación inicial de los profesores en Francia a partir del análisis del funcionamiento organizativo y del plan de estudios desarrollado en el Institut Universitaire de Formation des Maîtres de la Académie de Grenoble, y se comparan algunos de los rasgos definitorios del nuevo modelo francés de formación del profesorado con la configuración que ha ido adquiriendo ésta en nuestro país, así como con los cambios institucionales y de planes de estudios que aquí se han venido gestando durante estos últimos años.

Kuljettajien työn turvallisuus ja sen kehittäminen energia-alan kuljetustoiminnoissa

Työ kuuluu osana työn ja työliikenteen turvallisuuden kehittämishankkeeseen tavarankuljetusalalla. Hankkeen tavoitteena on selvittää kuorma-autonkuljettajan työpaikkatapaturmatilanteet ja tapaturmavaarat muun tutkimuksen pohjaksi. Diplomityössä kiinnitetään huomio tutkimushanketta tarkemmin energia-alan kuljetusten turvallisuustekijöihin. Diplomityön ja koko työn ja työliikenteen turvallisuuden kehittämishankkeen lähtökohtana on kuljettajan työnkuvan ongelmallisuus ja laajeneminen. Kuljettajien työ on tiukasti aikataulutettua ja työolot usein varsin vaihtelevia. Kuljettajien työ on yksintyöskentelyä vierailla paikoilla ja usein yötyötä. Työmääräykset kuljettajille tulevat lyhyellä varoitusajalla. Kuljettajien työturvallisuutta selvitettiin kirjallisuustutkimuksella, kenttätyöllä, kyselytutkimuksella kuljetusyrityksille sekä tilastoja tarkastelemalla.

Ydinvoimalaitoksen varalla olevien turvallisuusjärjestelmien määräaikaistestausten riittävyys ja kattavuus

Ydinvoimalaitoksen varalla olevien turvallisuusjärjestelmien tehtävänä on ehkäistä häiriö- ja onnettomuustilanteiden syntyminen sekä lieventää mahdollisen onnettomuuden seurauksia. Jotta saadaan tietoa näiden tärkeiden järjestelmien käyttökunnosta, on suoritettava riittäviä ja kattavia määräaikaistestauksia. Tutkimuksen pääkohteena ovat Olkiluodon voimalaitoksen matala- ja korkeapaineisten hätäjäähdytysjärjestelmien määräaikaistestaukset ja niiden ohjeet. Määräaikaistestauksista arvioidaan niiden kykyä havainnoida vikoja, mahdollisia vikaantumisia testauksissa, testausten taajuutta sekä vastaavuutta järjestelmien suunnitteluperusteena olevaan jäähdytteenmenetysonnettomuuteen (LOCA). Lisäksi selvitetään, mitä hyötyä testausten hajautuksilla ja diversifioinnilla on saavutettu, ja miten niitä tulisi jatkossa soveltaa. Testauksiin liittyviä ohjeita ja menettelyjä arvioidaan tarkastelemalla, täyttävätkö ne viranomaisen asettamat vaatimukset. Tulokseksi syntyi arvio järjestelmien testausten nykytilasta, joka on yleisesti ottaen hyvä. Tähän ovat vaikuttaneet testauksissa esiintyneiden puutteiden korjaaminen ja määräaikaistestausten määräajoin tapahtuvan arvioinnin kehittäminen. Vertailut LO-CA:an tuottivat tyydyttävän tuloksen, koska testausten todettiin olevan riittävän laajat ja vastaavan vuodessa kertyvien rasitusten osalta noin vuorokauden aikaista onnettomuutta lähes kaikilla laitteilla. Suositeltavaa olisi suorittaa pitkäaikaisempaa testausta apusyöttövesijärjestelmän pumpulle. Optimitestausvälin mukaisesti testausvälit ovat tällä hetkellä riittävän tiheät, ja muutamia testauksia pitäisi jopa harventaa. Hajautuksilla on saavutettu huomattava riskin väheneminen, ja nykyisin hajautusta sovelletaan hätäjäähdytysjärjestelmissä laajasti. Joistakin mittalaitteiden testauksista hajautus vielä puuttuu, joten näihin se olisi suositeltavaa lisätä. Järjestelmien testausten diversifiointi on nykyisellään riittävää.

Tietojärjestelmien kartoitus huollossa ja kunnossapidossa

Tämän diplomityön tavoitteena oli kartoittaa jälkimarkkinointiin liittyvien tietojärjestelmien tarjonta sekä selvittää huollon ja kunnossapidon tietojärjestelmän keskeiset toiminnot. Lisäksi benchmarking-tutkimuksen avulla pyrittiin määrittämään jälkimarkkinointiin liittyvän logistiikan parhaat toimintamallit. Kerättyjä tietoja analysoitiin ja vertailtiin, jonka jälkeen määritettiin niihin perustuvat käsitykset huollon ja kunnossapidon tietojärjestelmien käyttömahdollisuuksista sekä keskeisistä toiminnoista.Huoltoon ja kunnossapitoon liittyvät tietojärjestelmät jaettiin viiteen kategoriaan: varsinaiset kunnossapidon järjestelmät, toiminnanohjausjärjestelmät, toimitusketjun hallinnan järjestelmät, tuotetiedon hallinnan järjestelmät ja asiakassuhteen hallintaan tarkoitetut järjestelmät. Kaikki tietojärjestelmät tarjoavat lukuisia toiminnallisuuksia, joita voidaan hyödyntää jälkimarkkinointitoiminnassa. Tietojärjestelmien kartoituksessa havaittiin selvää potentiaalia tietojärjestelmien käytön tehostamiseksi. Lisäksi benchmarking-tutkimuksen avulla arvioitiin jälkimarkkinointiin liittyvän logistiikan tämän hetkistä tilaa, parhaita toimintamalleja ja potentiaalisia kehityskohteita.