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Relevant bibliographies by topics / Wire-bending

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Academic literature on the topic 'Wire-bending'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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Journal articles on the topic "Wire-bending"

1

France, Michel Mendès, and J. O. Shallit. "Wire bending." Journal of Combinatorial Theory, Series A 50, no. 1 (January 1989): 1–23. http://dx.doi.org/10.1016/0097-3165(89)90002-2.

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2

Firoozabadi, Reza, Patricia A. Kramer, and Stephen K. Benirschke. "Kirschner Wire Bending." Journal of Orthopaedic Trauma 27, no. 11 (November 2013): e260-e263. http://dx.doi.org/10.1097/bot.0b013e318290f818.

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3

Hamid, Rahimah Abdul, and Teruaki Ito. "Verification of Sheet Metal based Wire Bending Procedures." Proceedings of Design & Systems Conference 2016.26 (2016): 1403. http://dx.doi.org/10.1299/jsmedsd.2016.26.1403.

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4

Kim, Chun-Ho, and Dae-Suk Jung. "Analysis of Bending Wire Mesh." Journal of the Korea Institute of Building Construction 9, no. 6 (December 20, 2009): 169–74. http://dx.doi.org/10.5345/jkic.2009.9.6.169.

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5

Barnett, David. "Wire bending or preformed arches?" Faculty Dental Journal 4, no. 4 (October 2013): 204–5. http://dx.doi.org/10.1308/204268513x13776914744998.

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The concept of placing bespoke bends in a wire seems to be alien to some. Has the skill and art of bending wire been all but lost in the rush to embrace whichever version of the straight wire appliance that is currently in vogue?

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Morain, D. O. "Manual of wire bending techniques." British Dental Journal 211, no. 1 (July 2011): 47–48. http://dx.doi.org/10.1038/sj.bdj.2011.561.

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7

Jacobson, Alex. "Manual of wire bending techniques." American Journal of Orthodontics and Dentofacial Orthopedics 138, no. 5 (November 2010): 674. http://dx.doi.org/10.1016/j.ajodo.2010.09.009.

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8

Zhou, Yiming, Nianchun Deng, and Tao Yang. "A Study on the Strength and Fatigue Properties of Seven-Wire Strands in Hangers under Lateral Bending." Applied Sciences 10, no. 6 (March 22, 2020): 2160. http://dx.doi.org/10.3390/app10062160.

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Hangers are important tensile members in half-through arch bridges and through arch bridges (HTABs and TABs). The floating deck structures of HTABs and TABs will commonly produce longitudinal deformation and rotate under the effect of temperature and the temperature gradient, which will cause bending deformation at anchorages of fixed-end hangers. This bending deformation can generate adverse bending stress for hangers and decrease the strength and fatigue properties of the seven-wire strands in the hangers. Firstly, theoretical derivation and finite element analysis are conducted to study the bending stress of hangers that is caused by bending deformation. We find that bending stress of hangers is mainly generated by lateral bending caused by the difference in longitudinal displacement at both ends of the hangers under the effect of temperature. Subsequently, the ultimate tensile strength of the seven-wire strands under lateral bending is obtained by FEM and an experimental study. The ultimate tensile strength of the seven-wire strands could decrease by 23.3% when lateral bending is considered. Moreover, the relationship between the fatigue properties of the seven-wire strands and lateral bending is obtained based on observing the ultimate tensile strength under lateral bending. Lateral bending significantly influences the fatigue properties of the seven-wire strands. When the lateral bending angle reaches about 50 mrad, the fatigue resistance of the seven-wire strands drop by almost 40%. The considerable decrease in the strength and fatigue properties of the seven-wire strands indicates that lateral bending has a significant adverse influence on hangers that consist of seven-wire strands. Finally, it is advised to use the tied arch structure for HTABs and TABs to mitigate the adverse influence of lateral bending on hangers.

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9

Hu, Zhi Hui, and Ji Quan Hu. "The Fatigue and Degradation Mechanisms of Wire Ropes Bending-over-Sheaves." Applied Mechanics and Materials 127 (October 2011): 344–49. http://dx.doi.org/10.4028/www.scientific.net/amm.127.344.

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Fatigue failure behaviors caused by wire ropes bending-over-sheaves are discussed in the paper. Stress conditions of wire ropes bending-over-sheaves and the mechanism of damage to wire rope caused by fleet angel and angle of wrap is analyzed, the fatigue failure mechanism of wire ropes is investigated in the paper. The investigation indicates that the load and the mechanical damage of ropes bending-over-sheaves is very complex, and the fatigue failure of ropes bending-over-sheaves is the result of combined action of bending fatigue and various kinds of damage. The research will have implications to design and use of wire rope.

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10

Kono, Hiroshi, and Masafumi Kikuchi. "Analysis of orthodontic wire springback to simplify wire bending." Orthodontic Waves 79, no. 1 (February 27, 2020): 57–63. http://dx.doi.org/10.1080/13440241.2020.1741070.

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Dissertations / Theses on the topic "Wire-bending"

1

Ridge, I. M. L. "Bending-tension fatigue of wire rope." Thesis, University of Reading, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315486.

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2

Marron, J., J. Marron, G. Quispe, Moises Perez, and Ibañez Carlos Arturo Raymundo. "Clamp bending machine and annealed wire cutter for reinforced concrete columns." Institute of Physics Publishing, 2020. http://hdl.handle.net/10757/651804.

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This study developed a reinforced steel rod bending machine for rods with diameters of up to 8 mm and annealed wire cutter for up to 5 kg for replacing manual intervention required to bend rods in reinforced concrete columns. This study aims to reduce the physical effort that could lead to occupational diseases, such as tenosynovitis, bursitis, muscle disorders. Clamp manufacturing possesses great risk for workers, who are exposed to injuries while using different cutting devices, such as grinders and electric saws. They also face potential problems such as muscular fatigue due to the nonergonomic and repetitive work positions. The proposed machine features a mechanical dragging and bending systems and manual shears. Additionally, the proposed machine has been designed theoretically and its effectiveness has been assessed through simulations conducted using the SolidWorks CAD software. A bending machine prototype for producing clamps is developed and its machine productivity is measured. Using this machine, approximately 300 clamps can be bent per hour without possessing any risk to the worker.

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3

Nilsson, Philip. "Mekaniska beräkningar av armeringstråd vid förläggning på högspänningskablar." Thesis, Blekinge Tekniska Högskola, Institutionen för maskinteknik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-3941.

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This thesis has taken place at ABB High Voltage Cables in Karlskrona and focuses on their reinforcement process (AR50) which reinforces the cable by application of reinforcement wires. The research is strictly limited to only the short period during the application of the wire on the cable and investigates stress differences in one reinforcing wire depending on cable - and wire dimensions as well as brake forces used in the production. The study follows a model - and theory development research process combined with a testing process to obtain the results. The study aims is to increase and expand ABB's knowledge about the reinforcing process that is used to strengthen and protect ABB’s all different high voltage cables together with a computational calculation model. The model is developed in the FEA (Finite Element Analysis) program ABAQUS through a dynamic explicit model. An explanation of how the calculation model has been built and the parameters used are described in this report. These parts then contribute to the outcome of the study which provides a sense that the brake force used in AR50’s reinforcement process does not need to be controlled with a high precision so long as it is large enough to hold the reinforcement wire stretched upon the application. The study also shows that different cable - and wire dimensions does not affect the stress levels somewhat significantly by reinforcing the process and that the nipple used in reinforcement process to press down the reinforcing wire on the cable is the main source that determines how the stress distribution looks like on the reinforcement wire.
Detta examensarbete har tagit plats på ABB High Voltage Cables i Karlskrona och fokuserar på deras armeringsprocess (AR50) som förstärker kabeln genom påläggning av armeringstrådar. Arbetet är starkt begränsat till enbart den korta perioden för själva påläggningen av tråden och undersöker spänningsskillnader i en armeringstråd beroende på olika kabel – och tråddimensioner samt bromskrafter som används i produktionen. Studien följer en modell – och teoriutvecklande forskningsprocess kombinerat med ett utprövande resultatbildande. Studiens syfte är att tillsammans med en beräkningsmodell öka och fördjupa ABBs kunskaper kring armeringstråden som idag används för att stärka och skydda ABBs alla olika högspänningskablar. Beräkningsmodellen tas fram i FEA (Finita Element Analys) prorammet ABAQUS genom en dynamisk explicit modell. En förklaring till hur beräkningsmodellen har byggts upp och vilka parametrar som används beskrivs i rapporten. Dessa delar bidrar sedan till resultatet i studien som ger en bild av att bromskraften som används i AR50s armeringsprocessen inte behöver kontrolleras med en hög precision så länge den är tillräckligt stor för att hålla armeringstråden sträckt vid påläggningen. Studien visar också att olika kabel – och tråddimensioner inte påverkar spänningsnivåerna något markant vid armeringsprocessen och att nippeln som används i armeringsprocesen för att trycka ner armeringstråden mot kabeln bestämmer hur spänningsbilden ser ut.

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4

Chiusoli, Alberto. "Hi-wire membranes. Progetto di ambienti termali a Bagni San Filippo (Si). Tettonica basata sull'auto-organizzazione di micro-membrature integrate a sistemi di membrane." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

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La ricerca proposta ha l’obiettivo di indagare le potenzialità espressive e tettoniche generate attraverso la simulazione digitale delle dinamiche processuali ricorrenti nei sistemi complessi. Sono state, in particolare, sviluppate strategie di design computazionale al fine di integrare all’interno dell’algoritmo multi-agent specifiche qualità spaziali e di intrinseca efficienza costruttiva per favorire la progettazione a scala architettonica. Attraverso la ridistribuzione del controllo in moltitudini di unità autonome operative è possibile, infatti, orientare la progettazione dello spazio verso gradi di complessità crescente e di elevata risoluzione formale. Il sistema generato compie dinamicamente una riorganizzazione topologica sulla base delle relazioni locali e degli stimoli ambientali sviluppando comportamenti emergenti di organizzazione macro-superficiale. L’incorporamento di un modello spaziale locale all’interno di ogni agente, contribuisce alla generazione di morfologie particolarmente rigorose e fortemente risolute a fronte di condizionamenti extra-sistemici. In termini di progettazione, tale approccio permette di sviluppare strutture complesse, fortemente eterogenee e ridondanti, in grado di garantire continuità superficiale e strutturalità attraverso reticoli di micro-membrature reciprocamente connesse. L’intrinseca flessibilità morfologica esprime le proprie potenzialità nell’ambito architettonico individuato (complesso termale inserito in contesto naturale) grazie alla generazione di superfici continue nello spazio in grado di integrare molteplici istanze funzionali attraverso l’emergenza di comportamenti spaziali adattivi. La modulazione differenziata degli effetti espressivi superficiali deriva, infatti, dalla gestione di parametri processuali che influenzano la formazione dei pattern organizzativi e, coerentemente con essa, l’adozione di specifiche strategie in ambito costruttivo.

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5

Hutchison, Michael John. "Corrosion of Post-Tensioning Strands in Ungrouted Ducts - Unstressed Condition." Scholar Commons, 2013. http://scholarcommons.usf.edu/etd/4905.

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Recent failures and severe corrosion distress of post-tensioned (PT) bridges in Florida have revealed corrosion of the 7-wire strands in tendons. Post-tensioned duct assemblies are fitted with multiple 7-wire steel strands and ducts are subsequently filled with grout. During construction, the length of time from the moment in which the strands have been inserted into the ducts, until the ducts are grouted, is referred to as the `ungrouted' period. During this phase, the steel strands are vulnerable to corrosion and consequently the length of this period is restricted (typically to 7 days) by construction guidelines. This investigation focuses on determining the extent of corrosion that may take place during that period, but limited to strands that were in the unstressed condition. Visual inspections and tensile testing were used to identify trends in corrosion development. Corrosion induced cracking mechanisms were also investigated via wire bending and metallographic cross section evaluation. Corrosion damage on unstressed strands during ungrouted periods of durations in the order of those otherwise currently prescribed did not appear to seriously degrade mechanical performance as measured by standardized tests. However the presence of stress in the ungrouted period, as is normally the case, may activate other mechanisms (e.g., EAC) that require further investigation. As expected in the unstressed condition, no evidence of transverse cracking was observed.

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6

Khan, Sajjad W. "Structural characteristics of various types of helically wound cables in bending." Thesis, Loughborough University, 2013. https://dspace.lboro.ac.uk/2134/14157.

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The primary aim of this research was to investigate the bending behaviour of helically wound steel cables of various types (i.e. normal spiral strands, sheathed spiral strands and locked coil cables) in the presence of friction and to propose more efficient computational models for their analysis under combined tension and bending. The proposed model fully takes into account interwire contact forces both in the radial direction (point contact between wires in different layers) and hoop direction (line contact within the wires in the same layer). Extensive theoretical parametric studies have been undertaken on a variety of cable constructions covering a wide range of geometrical and material parameters. Explicit formulations have been developed for the smooth transition of the bending stiffness from no-slip to full slip regimes, as a function of cable curvature. Based on these formulations, it is now possible to calculate the relative displacements of the wires, as well as the tensile, bending and hoop stresses in the individual wires of the cable. Furthermore, bending stiffness of the cable is shown to decrease by a factor of 2 to 16, depending upon the friction coefficient between wires and the type of cable construction. Wherever possible, the theoretical results have been compared with experimental results from the available literature and are found in very good agreement with them. A simple method for the determination of the bending stiffness of large diameter multi-layered cable has been developed. The simplified method is further shown to provide estimates of the bending stiffness which are very close to those calculated by the original theory, allowing hand calculations for an easier use in industry. The proposed formulations have been extended to cater for the effects of external hydrostatic pressure on sheathed spiral strands in deep water applications. These forces are shown to have a great influence on the pattern of interwire contact forces and hence the interlayer slippage between the wires in the strand. Numerical results have been obtained and analysed for three different 127 mm diameter strands with lay angles of 12°, 18° and 24° respectively, experiencing a wide range of external hydrostatic pressures of 0 to 2,000 metres. The significant increase in normal contact force between wires is shown to suppress the slippage of wires in the cable. However, the no-slip and full slip values of the effective bending stiffness of the cable is shown to be independent of the level of hydrostatic pressure. A theoretical model is also proposed for estimating wire kinematics, pattern of interwire slippage, contact forces as well as the flexural rigidity of locked coil cables with outer layers made of shaped wires. In order to validate this model, numerical results are reported for two different locked coil cables. It is shown that the shaped wires in the outer layers of locked coil cables play an important role in the distribution of contact forces, slip initiation and cable unwinding.

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7

Witt, Robert. "Modellierung und Simulation der Beanspruchung von Zugsträngen aus Stahllitze für Zahnriemen." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2008. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1221145378742-38876.

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In dieser Arbeit wird das Verhalten von gewickelten Seilen aus Stahllitze unter Zug- und Biegebelastung mit Hilfe der Methode der Finiten Elemente untersucht. Ausgehend von dem Modell einer einfachen Litze mit einem Kern- und sechs Außendrähten erfolgt eine ausführliche Analyse der Spannungsverteilung sowohl bei rein axialer Belastung als auch bei Biegung über eine Seilscheibe. Darauf aufbauend wird das Simulationsmodell schrittweise um komplexere Seilkonstruktionen bis hin zu zweifachen Verseilungen erweitert. Daran schließt sich die Untersuchung der inneren Belastungen bei Einbettung in ein Elastomer an, wie dies bei Zugsträngen in Riemengetrieben der Fall ist, sowie der spezifischen Einflüsse der Verzahnung auf die Seilbeanspruchung bei Zahnriemengetrieben. Des weiteren wird eine Möglichkeit der Validierung der Modelle vorgestellt, die ein experimentelles Ermitteln der Relativverschiebungen der Filamente auch im Inneren des Seils zulässt. Abschließend folgen Richtlinien zur Auslegung von Zugsträngen in Zahnriemen sowie Vorschläge, die in dieser Arbeit gewonnenen Ergebnisse in eine zukünftige Verschleißtheorie einfließen zu lassen
This work examines the behaviour of steel cords under tensile loading and bending by the Method of Finite Elements (FEM). Beginning with a simple strand consisting of one centre and six outer wires a detailed analysis of the stress distribution is made for pure strain as well as for bending over a sheave. Based on this examination the model is extended step by step towards complex cord constructions. The investigation of cables embedded in an elastomer follows, especially the influence of a tooth profile of timing belts on the load inside the cable. Furthermore, a possible validation method for the model is presented. In conclusion directives are given for steel cord design in timing belts and suggestions are made to use the results in a wear model in the future

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8

Witt, Robert. "Modellierung und Simulation der Beanspruchung von Zugsträngen aus Stahllitze für Zahnriemen." Doctoral thesis, Technische Universität Dresden, 2007. https://tud.qucosa.de/id/qucosa%3A23858.

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In dieser Arbeit wird das Verhalten von gewickelten Seilen aus Stahllitze unter Zug- und Biegebelastung mit Hilfe der Methode der Finiten Elemente untersucht. Ausgehend von dem Modell einer einfachen Litze mit einem Kern- und sechs Außendrähten erfolgt eine ausführliche Analyse der Spannungsverteilung sowohl bei rein axialer Belastung als auch bei Biegung über eine Seilscheibe. Darauf aufbauend wird das Simulationsmodell schrittweise um komplexere Seilkonstruktionen bis hin zu zweifachen Verseilungen erweitert. Daran schließt sich die Untersuchung der inneren Belastungen bei Einbettung in ein Elastomer an, wie dies bei Zugsträngen in Riemengetrieben der Fall ist, sowie der spezifischen Einflüsse der Verzahnung auf die Seilbeanspruchung bei Zahnriemengetrieben. Des weiteren wird eine Möglichkeit der Validierung der Modelle vorgestellt, die ein experimentelles Ermitteln der Relativverschiebungen der Filamente auch im Inneren des Seils zulässt. Abschließend folgen Richtlinien zur Auslegung von Zugsträngen in Zahnriemen sowie Vorschläge, die in dieser Arbeit gewonnenen Ergebnisse in eine zukünftige Verschleißtheorie einfließen zu lassen.
This work examines the behaviour of steel cords under tensile loading and bending by the Method of Finite Elements (FEM). Beginning with a simple strand consisting of one centre and six outer wires a detailed analysis of the stress distribution is made for pure strain as well as for bending over a sheave. Based on this examination the model is extended step by step towards complex cord constructions. The investigation of cables embedded in an elastomer follows, especially the influence of a tooth profile of timing belts on the load inside the cable. Furthermore, a possible validation method for the model is presented. In conclusion directives are given for steel cord design in timing belts and suggestions are made to use the results in a wear model in the future.

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9

Doležal, Václav. "Návrh technologie výroby tvarového víka." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2013. http://www.nusl.cz/ntk/nusl-230851.

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This thesis presents a design technology of forming a shaped lid focused on cutting, bending, drawing, as well as trimming and making the required holes. There is described several basic variants of sheet metal forming based on the literature. Production of holes of specified cover, for an annual production of 100 pieces of shaped lid, is solved by unconventional technologies. From subsequent economic evaluation of selected technologies is chosen an appropriate technology to minimize production costs.

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Forsling, Ekblom Albin, and Rickard Ohlén. "Balkböjning och signalbehandling." Thesis, KTH, Hållbar produktionsutveckling (ML), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-299794.

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I laborationssalarna på KTH i Södertälje, som i huvudsak används till elektrorelaterade ämnen, har det funnits ett antal balkmodeller med monterade töjningsgivare. Dessa har inte använts på många år och det saknas vidare uppgifter om modellerna. Uppdraget bestod av att utarbeta en laboration till KTH:s undervisning. Laborationen skulle handla om balkböjning och signalbehandling, med tonvikt på̊ det senare. Som hjälpmedel skulle vi använda oss av balkmodellerna. I uppdraget ingick det också att undersöka balkmodellernas elektriska och mekaniska egenskaper. Med teknisk balkteori skulle en möjlig relation mellan nedböjning och töjning tas fram. Med balkmodellen i en bryggkoppling kunde dess signal via ett DAQ-kort överföras till en PC och LabVIEW för vidare behandling. I LabVIEW kan ett anpassat gränssnitt tas fram och för visning av valda parametrar. Bryggkopplingen balanseras med hjälp av en potentiometer. I gränssnittet kan spänningsförändringen i bryggan observeras när balken påverkas av nedböjning. Efter kalibrering av systemet kan töjning och nedböjning presenteras efter beräkningar i LabVIEW. För att erhålla en så stabil och brusfri signal som möjligt har gruppen använt sig avbåde ett hårdvarufilter av lågpass-typ och ett mjukvarufilter i LabVIEW. Signalen förstärks med hjälp av en OP-förstärkare innan den matas in i DAQ-kortet. Trots sin ålder kunde balkmodellerna fortfarande användas och ge stabila signaler för vidarebehandling. Modellerna kan med fördel användas i en laboration för studenter och färdigt underlag finns för detta. Laborationen bör öka förståelsen för hur en signal från en givare kan förstärkas, filtreras och behandlas vidare i detta fall för grundläggande hållfasthetsberäkningar.
In the laboratory at KTH in Södertälje, which are mainly used for electro-related subjects, there are a number of beam models with mounted strain gauges. These have not been used for many years and there is no further information about the models. The assignment consisted of preparing a laboratory task for KTH's teaching. The laboratory would consist of beam bending and signal processing, with emphasis on the latter. As an aid, the beam models will be used, these consisted of a fixed aluminum beam with mounted strain gauges. The assignment also includes examining the electrical and mechanical properties of the beam models. With technical beam theory, a possible relationship between deflection and strain would be developed. With the beam model connected in a bridge connection, its signal could be transferred via a DAQ card to a PC and LabVIEW for further processing. In LabVIEW, a custom interface can be created and for displaying selected parameters. The bridge coupling is balanced with the help of a potentiometer. In the interface, the voltage change in the bridge can be observed when the beam is affected by deflection. After calibration of the system in the interface, strain and deflection can be presented according to calculations in LabVIEW. To obtain as stable and noise-free a signal as possible, the group has used both a low-pass hardware filter and a LabVIEW software filter. The signal is amplified by an OP amplifier before being fed into the DAQ card. Despite their age, the beam models could still be used and give stable signals for further treatment. The models can be used to advantage in a laboratory for students and there is a ready basis for this. The laboratory should increase the understanding of how a signal from a sensor can be amplified, filtered and further processed in this case for basic strength calculations.

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Books on the topic "Wire-bending"

1

Nakajima, Eiichirō. Manual of wire bending techniques. Chicago: Quintessence Pub., Co., 2010.

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2

The wire bending book: Techniques for bead lovers. La Mesa, CA: Interstellar Trading & Publishing Co., 1998.

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3

Miscoe, Anthony J. Wire rope research: Analysis of bending fatigue in a 2-inch IWRC wire rope. Washington, D.C: U.S. Dept. of the Interior, Bureau of Mines, 1993.

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McKewan, William M. Bending fatigue test 1 on a 2-inch 6x25 fiber core wire rope. Washington, D.C: Bureau of Mines, U.S. Dept. of the Interior, 1992.

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Bartels, John R. Bending fatigue tests 2 and 3 on a 2-inch 6x25 fiber core wire rope. Washington, D.C. (810 7th St., N.W., Washington 20241-0001): U.S. Dept. of the Interior, Bureau of Mines, 1992.

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Bartels, John R. Bending fatigue tests 2 and 3 on a 2-inch 6x25 fiber core wire rope. Washington, D.C: U.S. Dept. of the Interior, Bureau of Mines, 1992.

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Bending the wire: Beyond the linear. Mumbai: Gallery Beyond, 2011.

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8

E, Shapiro D., and United States. Bureau of Mines., eds. Bending fatigue tests on flattened strand wire rope at high working loads. [Washington, D.C.?]: U.S. Dept. of Interior, Bureau of Mines, 1995.

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E, Shapiro D., and United States. Bureau of Mines, eds. Bending fatique tests on flattened strand wire rope at high working loads. [Washington, D.C.?]: U.S. Dept. of Interior, Bureau of Mines, 1995.

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M, McKewan William, Miscoe Anthony J, and United States. Bureau of Mines., eds. Bending fatigue tests 2 and 3 on a 2-inch 6x25 fiber core wire rope. Washington, D.C. (810 7th St., N.W., Washington 20241-0001): U.S. Dept. of the Interior, Bureau of Mines, 1992.

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Book chapters on the topic "Wire-bending"

1

Fleming, Padhraig, and Jadbinder Seehra. "Wire Bending." In BDJ Clinician’s Guides, 117–24. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12165-5_9.

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Feyrer, Klaus. "Wire Ropes Under Bending and Tensile Stresses." In Wire Ropes, 179–330. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-54996-0_3.

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Matsui, Ryosuke, Hisaaki Tobushi, and Yoshiyasu Makino. "Influence of Strain Ratio on Bending Fatigue Life in TiNi Shape Memory Thin Wire." In Engineering Plasticity and Its Applications, 1193–98. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-433-2.1193.

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Fathallah, Aroua, Tarek Hassine, and Fehmi Gamaoun. "Ni-Ti Superelastic Wire Coupled with Conventional Brackets During Bending Tests: Cross-section Effect Comparison." In Lecture Notes in Mechanical Engineering, 246–51. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-52071-7_34.

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Mineta, Takashi, Toshiaki Mitsui, Yoshiyuki Watanabe, Seiya Kobayashi, Youichi Haga, and Masayoshi Esashi. "An Active Guide Wire With Shape Memory Alloy Bending Actuator Fabricated By Room Temperature Process." In Transducers ’01 Eurosensors XV, 698–701. Berlin, Heidelberg: Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/978-3-642-59497-7_166.

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"Wire Ropes Under Bending and Tensile Stresses." In Wire Ropes, 173–316. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-33831-4_3.

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Onur, Tuğba Özge, and Yusuf Aytaç Onur. "A Novel Prediction Perspective to the Bending Over Sheave Fatigue Lifetime of Steel Wire Ropes by Means of Artificial Neural Networks." In Artificial Intelligence and Machine Learning Applications in Civil, Mechanical, and Industrial Engineering, 39–58. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-0301-0.ch003.

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Steel wire ropes are frequently subjected to dynamic reciprocal bending movement over sheaves or drums in cranes, elevators, mine hoists, and aerial ropeways. This kind of movement initiates fatigue damage on the ropes. It is a quite significant case to know bending cycles to failure of rope in service which is also known as bending over sheave fatigue lifetime. It helps to take precaution in the plant in advance and eliminate catastrophic accidents due to usage of rope when allowable bending cycles are exceeded. To determine bending fatigue lifetime of ropes, experimental studies are conducted. However, bending over sheave fatigue testing in laboratory environments require high initial preparation cost and longer time to finalize the experiments. Due to those reasons, this chapter focuses on a novel prediction perspective to the bending over sheave fatigue lifetime of steel wire ropes by means of artificial neural networks.

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Onur, Tuğba Özge, and Yusuf Aytaç Onur. "A Novel Prediction Perspective to the Bending Over Sheave Fatigue Lifetime of Steel Wire Ropes by Means of Artificial Neural Networks." In Research Anthology on Artificial Neural Network Applications, 648–67. IGI Global, 2022. http://dx.doi.org/10.4018/978-1-6684-2408-7.ch030.

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Abstract:

Steel wire ropes are frequently subjected to dynamic reciprocal bending movement over sheaves or drums in cranes, elevators, mine hoists, and aerial ropeways. This kind of movement initiates fatigue damage on the ropes. It is a quite significant case to know bending cycles to failure of rope in service, which is also known as bending over sheave fatigue lifetime. It helps to take precautions in the plant in advance and eliminate catastrophic accidents due to the usage of rope when allowable bending cycles are exceeded. To determine the bending fatigue lifetime of ropes, experimental studies are conducted. However, bending over sheave fatigue testing in laboratory environments require high initial preparation cost and a long time to finalize the experiments. Due to those reasons, this chapter focuses on a novel prediction perspective to the bending over sheave fatigue lifetime of steel wire ropes by means of artificial neural networks.

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Pramanik, Debal, and Dipankar Bose. "Experimental Evaluation on Corner Accuracy in WEDM for Aluminium 6061 Alloy." In Machine Learning Applications in Non-Conventional Machining Processes, 96–113. IGI Global, 2021. http://dx.doi.org/10.4018/978-1-7998-3624-7.ch007.

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An important electro-thermal process known as wire electrical discharge machining (WEDM) is applied for machining of conductive materials to generate most precisely. All cutting inaccuracies of WEDM arise out of the major cause of wire bending. At the time of cutting a sharp corner or cut profile, bending of the wire leads to a geometrical error on the workpiece. Though this type of error may be of a few hundred microns, it is not suitable for micro applications. In this research study, an experimental investigation based on response surface methodology (RSM) has been done on wire EDM of Aluminium 6061 t6 alloy. This chapter studies the outcome of input process variables (i.e., wire feed rate, pulse on time, pulse off time, and gap voltage) on machining output responses (i.e., corner inaccuracy) extensively. Experimental validation of the proposed model shows that corner inaccuracy value may be reduced by modification of input parameters.

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Gjelsvik, A., and B. Yanev. "Bending stresses in parallel wire cables of suspension bridges." In Asset Management of Bridges, 197–210. CRC Press, 2017. http://dx.doi.org/10.1201/9780203704486-17.

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Conference papers on the topic "Wire-bending"

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Lee, Kuang-Yao, Shing-Tung Lin, and Ting-Chi Wang. "Redundant via insertion with wire bending." In the 2009 international symposium. New York, New York, USA: ACM Press, 2009. http://dx.doi.org/10.1145/1514932.1514960.

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Geiger, Filipe, and Rogério Marczak. "BENDING ANALYSIS OF A WIRE STRAND ANALYTIC MODEL." In XXXVI Iberian Latin American Congress on Computational Methods in Engineering. Rio de Janeiro, Brazil: ABMEC Brazilian Association of Computational Methods in Engineering, 2015. http://dx.doi.org/10.20906/cps/cilamce2015-0255.

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Mbonye, M. K., R. Mendis, and D. M. Mittleman. "A Terahertz Two-wire Waveguide with Low Bending Loss." In Conference on Lasers and Electro-Optics. Washington, D.C.: OSA, 2010. http://dx.doi.org/10.1364/cleo.2010.ctuq7.

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Lu, Yutian, Huibin Yan, Yong Bai, and Peng Cheng. "Helical Wire Behavior of Unbonded Flexible Pipes Under Bending." In ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41134.

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The bending behavior of unbonded flexible pipe is governed by the response of the helical wires in the tensile armor to bending. The behavior of the helical wire, especially the axial strain, is influenced by the slip mechanism as a result of an increasing curvature under bending. In the present paper, two limit curves are considered with a certain curvature. A 3-D finite element model using ABAQUS is developed to simulate the practical behavior of the helical wires under bending. By comparing the FEA and theoretical results, a basic conclusion about the real slip path of the helical wire between two limit curves is introduced. A hysteretic bending moment-curvature relationship induced by the slip mechanism is obtained from the finite element model as well.

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Wang, Yinan, Xi Yang, Tsukasa Fukusato, and Takeo Igarashi. "Computational Design and Fabrication of 3D Wire Bending Art." In SA '19: SIGGRAPH Asia 2019. New York, NY, USA: ACM, 2019. http://dx.doi.org/10.1145/3355056.3364575.

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Yoshioka, S., T. Miyazaki, Y. Arai, and T. Misu. "Dynamic observation of fine metal wire bending by laser beam." In ICALEO® ‘99: Proceedings of the Laser Microfabrication Conference. Laser Institute of America, 1999. http://dx.doi.org/10.2351/1.5059311.

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Nozaki, Hidetaka, Yuki Kawakita, Takuya Inoue, Douglas Wang, Chan Chow, Yukio Kominami, and Mikio Kaji. "Predicting the Bending Life of Wire Harnesses by CAE Analysis." In SAE 2003 World Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2003. http://dx.doi.org/10.4271/2003-01-1094.

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Lavric, Henrik, Miroslav Bugeza, and Rastko Fiser. "Novel approach to closed-loop control of wire bending machine." In 2011 IEEE Ninth International Conference on Power Electronics and Drive Systems (PEDS 2011). IEEE, 2011. http://dx.doi.org/10.1109/peds.2011.6147397.

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Qin, Li, Yongqiang Ning, Hui Suo, Yuzhai Pan, and Lijun Wang. "Bending loss of InGaAs/InGaAsP vertical coupled photonic wire resonator." In International Symposium on Optoelectonics and Microelectronics, edited by David Chen, Ray T. Chen, Guo-Yu Wang, and Chang-Chang Zhu. SPIE, 2001. http://dx.doi.org/10.1117/12.445709.

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Yoshioka, S., T. Miyazaki, M. Imai, Y. Shirai, and T. Misu. "Bending of fine metal wire and foil with YAG laser beam." In ICALEO® ‘98: Proceedings of the Laser Materials Processing Conference. Laser Institute of America, 1998. http://dx.doi.org/10.2351/1.5059144.

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