942 resultados para Bolted joints
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Bolted joints are a form of mechanical coupling largely used in machinery due to their reliability and low cost. Failure of bolted joints can lead to catastrophic events, such as leaking, train derailments, aircraft crashes, etc. Most of these failures occur due to the reduction of the pre-load, induced by mechanical vibration or human errors in the assembly or maintenance process. This article investigates the application of shape memory alloy (SMA) washers as an actuator to increase the pre-load on loosened bolted joints. The application of SMA washer follows a structural health monitoring procedure to identify a damage (reduction in pre-load) occurrence. In this article, a thermo-mechanical model is presented to predict the final pre-load achieved using this kind of actuator, based on the heat input and SMA washer dimension. This model extends and improves on the previous model of Ghorashi and Inman [2004, "Shape Memory Alloy in Tension and Compression and its Application as Clamping Force Actuator in a Bolted Joint: Part 2 - Modeling," J. Intell. Mater. Syst. Struct., 15:589-600], by eliminating the pre-load term related to nut turning making the system more practical. This complete model is a powerful but complex tool to be used by designers. A novel modeling approach for self-healing bolted joints based on curve fitting of experimental data is presented. The article concludes with an experimental application that leads to a change in joint assembly to increase the system reliability, by removing the ceramic washer component. Further research topics are also suggested.
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Tässä työssä tutkitaan propulsioyksikön kiinnitysrenkaan pulttiliitosten vaikutusta asen-nushitsauksesta aiheutuviin hitsausmuodonmuutoksiin. Hitsausmuodonmuutoksissa tutki-taan tärkeimpinä kohtina asennuslohkossa laakerin rajapintaa sekä kääntömoottorin kiinni-tyspintaa. Tutkimuksessa asennuslohkon hitsaaminen ja muodonmuutosten arvioiminen toteutettiin käyttämällä epälineaarista elementtimenetelmää. Ensisijaisena tavoitteena työssä on tutkia esikiristettyjen pulttiliitoksien vaikutusta raken-teen muodonmuutoksiin ja pohtia aiheutuvien siirtymien perusteella pulttien tarpeellisuutta rakenteessa. Tämän lisäksi vertaillaan pultillisen ja pultittoman kiinnitystavan eroavaisuuk-sia tuloksia analysoimalla. Saatujen tuloksien perusteella radiaaliset ja aksiaaliset siirtymät eivät olleet riittävän suuria aiheuttamaan haittoja rakenteen toimivuudelle kummassakaan mallissa. Lisäanalyysejä tar-kemmalla lämmöntuonnilla voidaan pitää tarvittavana pulttiliitoksien tarpeellisuuden tar-kemman testaamisen vuoksi.
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Työn tarkoituksena oli löytää pyörivien koneiden ruuviliitosten mitoittamiseen parhaiten soveltuva ja kansainvälisesti tunnettu laskentamenetelmä. Tavoitteena oli laatia luotettava mitoitusohjelma, jota käyttämällä suunnittelijoiden työ nopeutuu ja tulokset ovat yhtenäisiä. Työssä vertaillaan pääasiassa standardien EN 1993-1-8 ja VDI 2230 mukaisia ruuviliitosten mitoitusmenetelmiä. Vertailun perusteella standardin VDI 2230 mukainen systemaattinen laskentamenetelmä soveltuu sähkökoneiden vääntöä välittävien ruuviliitosten mitoittamiseen analyyttisistä menetelmistä parhaiten. Laadittu mitoitusohjelma mitoittaa yksittäisen ruuviliitoksen standardin VDI 2230 mukaisesti, antaen tulokseksi lujuustarkasteluraportin. Lujuustarkasteluraportista käy ilmi projektin tiedot, mitoituksen lähtötiedot, lujuustarkastelut, esikiristysmomentti ja kierteen toiminnallisen osan vähimmäispituus. Kehitetty mitoitusohjelma antaa johdonmukaisia tuloksia, mutta ruuvin nimellisulkohalkaisijan automaattinen valinta ei aina mitoita ruuvia riittävän suureksi, jolloin ruuvin nimellisulkohalkaisija on määritettävä manuaalisesti. Ohjelman käyttäminen on suoraviivaista ja nopeaa kun mitoitetaan pyörähdyssymmetrisiä laippaliitoksia, joihin vaikuttaa ainoastaan vääntömomentti. Jos liitokseen vaikuttaa ruuvien pituusakselien suuntainen voima, on liitoksen pelkistäminen yksittäisestä ruuvista koostuvaksi liitokseksi vaikeampaa ja pelkistämiseen saatetaan tarvita elementti-menetelmää.
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This paper presents a non-model based technique to detect and locate structural damage with the use of artificial neural networks. This method utilizes high frequency structural excitation (typically greater than 30 kHz) through a surface-bonded piezoelectric sensor/actuator to detect changes in structural point impedance due to the presence of damage. Two sets of artificial neural networks were developed in order to detect, locate and characterize structural damage by examining changes in the measured impedance curves. A simulation beam model was developed to verify the proposed method. An experiment was successfully performed in detecting damage on a 4-bay structure with bolted-joints, where the bolts were progressively released.
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Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
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When a bolted joint is loaded in tension with dynamically, part of this load is absorbed by the bolt and rest is absorbed by the joint material. What determines the portion that is to absorbed by the bolt is the joint stiffness factor. This factor influences the tension which corresponds to pre-load and the safety factor for fatigue failure, thus being an important factor in the design of bolted joints. In this work, three methods of calculating the stiffness factor are compared through a spreadsheet in Excel software. The ratio of initial pre-load and the safety factor for fatigue failure depending on the stiffness factor graph is generated. The calculations for each method show results with a small difference. It is therefore recommended that each project case is analyzed, and depending on its conditions and the range of stiffness values, the more or less rigid method about the safety factor for fatigue failure is chosen. In general, the approximation method provides consistent results and can be easily calculated
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Many structures and mechanical equipment requires a union member, and the screw is one of the most used, the cost is low, it is versatile and easy to find on the market. The resulting pre-load assembly torque associated with the cyclical external load has great influence, so it will be studied carefully. This study analyzed some of these factors, as the format of nuts, and the washer material when they are incompatible with the bolt material can cause a reduction in life of the joint fatigue
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Pós-graduação em Engenharia Mecânica - FEG
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Les éléments des ponts en acier sont exposés à de sévères conditions environnementales, tel l’épandage de sels déglaçant sur les routes. Ces éléments ont besoin d’un niveau suffisant de protection contre la corrosion afin de préserver leur intégrité à long terme. Une solution efficace, devenue populaire au Canada, est la métallisation. La métallisation est un revêtement anticorrosion formé par projection thermique de métal, généralement du zinc, sur la surface à protéger. La protection fournie au substrat d’acier est assurée par une barrière physique et une protection galvanique. Pour le calcul des assemblages boulonnés antiglissement, les codes de conception, tel le code Canadien sur le calcul des ponts routiers CAN/CSA S6-14, spécifient, en fonction des conditions des surfaces de contact désirées, un coefficient de glissement à utiliser. Actuellement, ces codes ne fournissent aucun coefficient de glissement entre deux surfaces métallisées. Donc, il est pratique courante pour les fabricants de ponts en acier de masquer les surfaces de contact des joints boulonnés avant de métalliser, ce qui est très couteux pour l’industrie puisque ce travail doit se faire manuellement. Récemment, des études ont évalué la résistance au glissement à court terme d’assemblages antiglissement ayant des surfaces de contact métallisées. Les résultats ont révélé une résistance au glissement supérieure aux assemblages sur acier nu grenaillés. Dans la présente recherche, la performance en fluage des assemblages antiglissement métallisés a été caractérisée pour s’assurer qu’une résistance en glissement de Classe B soit toujours valide à long terme. L’effet de la relaxation de la force de serrage sur la charge de glissement a aussi été évalué. Les résultats ont démontré une bonne performance en fluage. Aussi, les résultats ont révélé que la relaxation de la force de serrage n’a pas d’impact significatif sur la résistance au glissement des assemblages antiglissement métallisés. Les conclusions de cette étude pourraient bien influencer de futures révisions des codes de conception et avoir un impact sur l’industrie de l’acier en Amérique du Nord.Mots clés : Assemblage boulonné antiglissement, métallisation, pont routier en acier, fluage, relaxation
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Mode of access: Internet.
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Mode of access: Internet.
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Thesis (Ph.D.)--University of Washington, 2016-06
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Background and Study Aim: This study evaluated the influence of competitive practice and training aspects on incidence of injuries to the lower limbs joints in formalized (taolu) and combat (sanshou) kung fu athletes. Material/Methods: One hundred and twenty-seven kung fu athletes (taolu, n=82; sanshou, n=45) were interviewed about kung fu practice (practice time, competition time and competition level), training volume (days of training per week and hours per training session) and injury profiles (incidence and type). Continuous variables were compared by non-parametric Kolmogorov-Smirnov test (disciplines and competition levels as grouping variables). The effects of categorical variables (kung fu practice) on injury profiles were analyzed using the Pearson`s chi-square test. The level of significance was set at p<0.05. Results: Our data exhibited large frequency of injury reports (70.1%) and significantly differences on injury profiles between disciplines and competition levels. Taolu athletes, despite the lower practice/competition time (-51.5 and -41.8%, respectively), presented frequency of injury reports twofold greater, longer daily training volume (23.3%) and higher incidence of lower limbs joints injuries than sanshou athletes (35.4% and 11.8%, respectively). Conclusions: Our results suggest a link between injury profiles (incidence and type) and specific characteristics of kung fu disciplines.
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The joint process between tapes of coated conductors is a critical issue for the most of the applications of high temperature superconductors (HTS). Using different fabrication techniques joints of YBCO coated superconductors were prepared and characterized through electrical measurements. For soldering material low melting point eutectic alloys, such as In-Sn (m.p. 116 degrees C) and Sn-Pb (m. p. 189 degrees C) were selected to prepare lap joints with effective length between 1 to 20 cm. The splice resistance and the critical current of the joints were evaluated by I-V curve measurements with the maximum current strength above the critical current, in order to evaluate the degree of degradation for each joint method. Pressed lap joints prepared with tapes without external reinforcement presented low resistance lap joint nevertheless some critical current degradation occurs when strong pressing is applied. When mechanical pressure is applied during the soldering process we can reduce the thickness of the solder alloy and a residual resistance arises from contributions of high resistivity matrix and external reinforcement. The lap joints for reinforced tape were prepared using two methods: the first, using ""as-supplied"" tape and the other after reinforcement-removal; in the latter case, the tapes were resoldered using Sn-Pb alloy. The results using several joint geometries, distinct surface preparation processes and different soldering materials are presented and analysed. The solder alloy with lower melting point and the longer joint length presented the smallest joint resistance.