Relevant bibliographies by topics / Riveted members

Academic literature on the topic 'Riveted members'

Author: Grafiati
Published: 10 December 2022
Last updated: 29 January 2023

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Journal articles on the topic "Riveted members"

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Černý, Michal, and Josef Filípek. "Corrosion damage of rivet joints." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 56, no. 4 (2008): 37–46. http://dx.doi.org/10.11118/actaun200856040037.

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The work describes the effect of the atmospheric corrosion upon the mechanical properties of blind rivets. The subject of given research is: corrosion of metal materials, system resistance, design modification and others means of prevention against the corrosion attack. The problem of blind rivets, blind rivet setting, setting equipment, terminology and definitions, characteristic, and special blind rivet setting is also analysed. The experiment itself, the experimental method and the evaluation of the test are described. Mechanism of riveted joint damage produced by galvanic corrosion is proposed. Considerable corrosion damage occurred at combination of the joint members and connected materials with different electrochemical potentials. Exposition to the corroding environment produces release of rivet clam, together with decrease of rivet stiffness. The proof of these mechanisms is documented by functional dependence F – ∆L and metallographic tests.
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Fisher, John W., Ben T. Yen, and Dayi Wang. "Fatigue Strength of Riveted Bridge Members." Journal of Structural Engineering 116, no. 11 (November 1990): 2968–81. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:11(2968).

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Baker, K. A., and G. L. Kulak. "Fatigue of riveted connections." Canadian Journal of Civil Engineering 12, no. 1 (March 1, 1985): 184–91. http://dx.doi.org/10.1139/l85-017.

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The renovation or replacement of existing steel bridges in North America is a topic of increasing importance. Because most older structures used riveted connections, rather than the bolted or welded connections that are common today, information on the fatigue life of riveted connections is required for a proper evaluation of the structure.The study reported herein provides a summary and evaluation of the existing data on the fatigue strength of riveted connections, and reports on the results of fatigue tests on some highway bridge members taken from service. Fatigue tests were also carried out on new material containing unfilled holes, both as a reference for riveted connections (rivets with zero clamping force) and with respect to new work in which misplaced holes might be present. The beneficial effect of filling misplaced holes with high-strength bolts is noted. Key words: bolts, failure, fatigue, holes, steels.
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Brühwiler, E., I. F. C. Smith, and M. A. Hirt. "Fatigue and Fracture of Riveted Bridge Members." Journal of Structural Engineering 116, no. 1 (January 1990): 198–214. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:1(198).

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Wang, Chun Sheng, Yue Xu, Ai Rong Chen, and Wei Zhen Chen. "System Fatigue Damage Reliability Assessment of Railway Riveted Bridges." Key Engineering Materials 347 (September 2007): 173–78. http://dx.doi.org/10.4028/www.scientific.net/kem.347.173.

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According to the fatigue damage failure mechanism of riveted members, a riveted member probabilistic fatigue failure model (RMPFFM) was proposed, and a fracture finite element program is developed to calculate the geometry function of RMPFFM. Furthermore, a system fatigue damage reliability model of riveted bridges was proposed, and based on Monte-Carlo method, a large system fatigue damage reliability analysis program was developed to calculate the system fatigue failure probability. Then the system evaluation model was used to predicate the system fatigue damage reliability of Ganjiang Railway Bridge. According to assessment results, the probabilistic remaining fatigue life, safe inspection intervals and maintenance strategy are determined, which can control and avoid fatigue failure accident and reduce the contingent disaster in bridge service life.
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He, Xu Hui, and Hai Tao Wu. "Fatigue Life Evaluation of Existing Railway Riveted Steel Bridges." Advanced Materials Research 243-249 (May 2011): 387–95. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.387.

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This paper aims to evaluate the fatigue life of an existing railway riveted steel bridge. Based on the measured train load information, the current load spectrum of the bridge is obtained, and the stress histories and stress spectrum of main members of the bridge are achieved using FE model and rain-flow counting method. The fatigue life of the bridge using traditional method is evaluated. At the same time, the finite element (FE) model of riveted component is established and the stress intensity factor of crack tip is calculated. The fatigue crack is simulated on the basis of linear elastic fracture mechanics (LEFM), and the fatigue life of the main members is also evaluated based on the damage tolerance analysis method. The evaluated results of fatigue life show that the fatigue remaining life of the bridge is very long due to the lower live load stress level.
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DiBattista, J. D., DEJ Adamson, and G. L. Kulak. "Evaluation of remaining fatigue life for riveted truss bridges." Canadian Journal of Civil Engineering 25, no. 4 (August 1, 1998): 678–91. http://dx.doi.org/10.1139/l98-011.

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The remaining fatigue life of riveted structures is a topic of considerable importance, particularly for owners of bridges. Improved methods for the estimation of the actual fatigue life of such structures are required in order to make their continued safe use possible while at the same time avoiding the expense of unnecessary repairs. To evaluate the fatigue life expectancy of a structural detail, it is necessary to obtain an accurate estimate of the stress history. Two analytical models are assessed through comparison with measured strains taken from a bridge in service. The results illustrate that a simple model with pinned connections is adequate for the determination of stresses in truss members and that more advanced analysis methods give only marginal increases in accuracy. Stresses in the floor system are most accurately predicted by a model that has full bending moment continuity between connected members. Standard and advanced methods of fatigue life evaluation are discussed and are then implemented in the evaluation of the remaining fatigue life for components of the bridge. Comparison with the actual fatigue life of the components, which were obtained from laboratory experiments, shows that both prediction methods give reasonable estimates of the fatigue life.Key words: bridge, fatigue, rivets, steel, model, analysis.
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Gocál, Jozef, Richard Hlinka, Jozef Jošt, and František Bahleda. "Experimental Analysis of Stiffness of the Riveted Steel Railway Bridge Deck Members’ Joints." Civil and Environmental Engineering 10, no. 2 (December 1, 2014): 105–10. http://dx.doi.org/10.2478/cee-2014-0019.

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Abstract The paper deals with the real behaviour of the riveted steel railway bridge deck members’ connections with respect to their bending stiffness. Attention is paid to the stringer-to-cross beam connection as well as the cross beam-to-main girder connection. The stiffness of the two connections is investigated on the basis of evaluation of the experimentally determined stress response of the observed structural members to the actual traffic load on an existing railway bridge.
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Gocál, Jozef, and Jaroslav Odrobiňák. "On the Influence of Corrosion on the Load-Carrying Capacity of Old Riveted Bridges." Materials 13, no. 3 (February 5, 2020): 717. http://dx.doi.org/10.3390/ma13030717.

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Steel corrosion is one of the most dominant factors in the degradation of transport infrastructure. This article deals with the impact of the atmospheric corrosion of structural steel on the load-carrying capacity of old riveted bridge structures. A study on the impact of corrosion losses on the resistance and, thus, the load-carrying capacity of eight chosen bridge members with riveted I-sections from three different bridge substructures is presented. The load-carrying capacity calculation is carried out using modern procedures and on the basis of the diagnosed state of the structural elements. Within the analysis of the results, the need for long-term in situ corrosion measurements, as well as the need for regular inspections on the existing bridges are also discussed.
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Mohanty, R. C., and B. K. Nanda. "Damping in layered and jointed riveted structures with equal thickness." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 223, no. 2 (December 1, 2008): 319–28. http://dx.doi.org/10.1243/09544062jmes1159.

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A common problem associated with many engineering structures is the low damping capacity making it unsuitable for use in aerospace and related structures requiring high dynamic stiffness. Attempts have been made by many researchers to design and fabricate structures, which can contribute substantial damping to the structures. One of the techniques used for this purpose is the layered structure jointed with rivets because of its superiority with respect to the requirements of high damping capacity and stiffness compared to a solid one. The presence of joints in such structures allows slip, thereby increasing the inherent damping of the structures due to interface friction. An attempt has been made in the present investigation to study, both numerically and experimentally, the damping mechanism and methodologies adopted in the structures jointed with rivets for enhancing their damping capacity. This is particularly important in applications such as bridges, pressure vessels, building, aircraft and aerospace structures, and frames and machine members, where damping capacity is of primary consideration.
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Dissertations / Theses on the topic "Riveted members"

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Siahaan, Ropalin. "Structural behaviour and design of rivet fastened rectangular hollow flange channel beams." Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/106913/1/Ropalin_Siahaan_Thesis.pdf.

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This thesis presents a study into the structural behaviour and design of the innovative rivet fastened Rectangular Hollow Flange Channel Beams (RHFCB). The RHFCB utilizes the inexpensive self-pierce rivet fastening in its fabrication, providing cost effective structural solutions in floor systems. The first part of the thesis focuses on the section moment capacities of the beams subject to local buckling effects while the second part investigates the member moment capacities of intermediate span beams subject to the unique lateral distortional buckling effects. Each part involves experimental investigations, advanced finite element analyses, parametric studies and design recommendations.
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Books on the topic "Riveted members"

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DiBattista, Jeffrey D. Fatigue of riveted tension members. Edmonton: Dept. of Civil Engineering, University of Alberta, 1995.

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Schmid, Marion. Intermedial Dialogues. Edinburgh University Press, 2019. http://dx.doi.org/10.3366/edinburgh/9781474410632.001.0001.

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Casting fresh light on one of the most important movements in film history, Intermedial Dialogues: The French New Wave and the Other Arts is the first comprehensive study of the New Wave's relationship with the older arts. Traversing the fields of literature, theatre, painting, architecture and photography, and drawing on André Bazin alongside recent theories of intermediality, it investigates the 'impure', intermedial aesthetics of New Wave cinema. Filmmakers under discussion include critics-turned-directors François Truffaut, Eric Rohmer, Jean-Luc Godard, Jacques Rivette and Claude Chabrol, members of the Left Bank Group Alain Resnais, AgnèsVarda and Chris Marker, but also lesser-known directors, notably the 'secret child of the New Wave', Guy Gilles. This wide-ranging book offers an original reading of the complex, often ambivalent ways in which the New Wave engages the other arts in both its discursive construction and filmic practice.
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Book chapters on the topic "Riveted members"

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Bassetti, A., P. Liechti, and A. Nussbaumer. "Fatigue resistance and repairs of riveted bridge members." In Fatigue Design and Reliability, 207–18. Elsevier, 1999. http://dx.doi.org/10.1016/s1566-1369(99)80043-0.

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Rageh, Ahmed, Daniel Linzell, Samantha Lopez, and Saeed Eftekhar Azam. "Robust Output Only Health Monitoring of Steel Railway Bridges." In Advances in Computer and Electrical Engineering, 24–41. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-2772-6.ch002.

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This chapter extends application of a framework proposed by the authors (73, 74) for automated damage detection using strain measurements to study feasibility of using sensors that can measure accelerations, tilts, and displacements. The study utilized three-dimensional (3D) finite element models of double track, riveted, steel truss span, and girder bridge span under routine train loads. The chapter also includes three instrumentation schemes for each bridge span (65) to investigate the applicability of the framework to other bridge systems and sensor networks. Connection damage was simulated by reducing rotational spring stiffness at member ends and various responses were extracted for each damage scenario. The methodology utilizes Supervised Machine Learning to automatically determine damage location (DL) and intensity (DI). Simulated experiments showed that DLs and DIs were detected accurately for both spans with various structural responses and using different instrumentation plans.
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Dunne, B. D., M. Macdonald, G. T. Taylor, and J. Rhodes. "The Elasto/Plastic Behaviour and Load Capacity of a Riveted Aluminium/Steel Combined Member in Bending." In Light-Weight Steel and Aluminium Structures, 69–77. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043014-0/50111-6.

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Cipriani, Giulia Maria. "Dante, Durante e la parodia Appunti su La Divina Commedia quasi mille anni dopo di Feudalesimo&Libertà e Don Alemanno." In «A riveder la china» Dante nei fumetti (e vignette) italiani dal XIX al XXI secolo. Venice: Fondazione Università Ca’ Foscari, 2021. http://dx.doi.org/10.30687/978-88-6969-565-0/011.

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La Divina Commedia quasi mille anni dopo is a rewriting of the Dantean Commedia, created by the members of Feudalesimo&Libertà and enriched by the illustrations made by Don Alemanno. During this new journey through Hell, the new pilgrims meet several protagonists of the contemporary Italian society. This essay analyzes the parodic, caricatural, and satirical intention
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Conference papers on the topic "Riveted members"

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Hlinka, Richard, Jaroslav Odrobiňák, Jozef Prokop, Josef Vičan, Ondrej Kridla, and Branislav Vavák. "Evaluation of Riveted Railway Bridge Using Experimental-Numerical Analyses." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1115.

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<p>Railway bridges represent crucial points within railways, because of its strategy meanings in transportation infrastructure. During the decades of exploitation, degradation processes and external influences attack the bridge structures. Typical 70-years old riveted railway bridge with main plate girders and the upper member deck is analysed in the paper. Load-carrying capacity, possible reserves and analysis of critical details are presented. Provisions of the new guideline for determination of load-carrying capacities of railway bridges were applied. Data needed for numerical analysis and subsequent calculation were supported by enhanced diagnostics and measurements. Actual behaviour of the whole structure and chosen members, respectively, were verified by the static and the dynamic load tests. Both the researches academics from the university and the R&amp;D institute staff of the state railway administrator were involved in this pilot project.</p>
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Hołowaty, Janusz. "Maintenance repair by welding of badly-corroded railway bridge." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.211.

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Remedial repairs were carried out on a railway bridge with severe corrosion damage to its steelwork as part of a project to open the passage of freight trains to a railway line in the Upper Silesia region in southern Poland. The bridge was constructed in 1907, using rimmed mild steel for the riveted plate girder superstructures . While the bridge retrofitting plan was being drawn up, the chemical composition of its structural steel members was assessed, and the ste el'' s weldability was confirmed via tensile tests and carbon equivalents. The existing steelwork was strengthened by restoring section losses in the main girders and end cross beams. The stnuctural integrity of the badly-corroded steelwork was recovered, allowing the return of both freight and passenger trains to the railway line.
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Baccouche, Ridha, David Wagner, Andy Sherman, Craig Miller, Susan Ward, and Hikmat Mahmood. "Service Life Aging and Heat Exposure Effects on Aluminum Sheet Alloy Properties and Structural Crashworthiness Under Dynamic Axial Loading." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-79925.

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An investigation of the service life aging and heat exposure effects on sheet aluminum alloy properties and structural crashworthiness has been conducted. This research, part of a broader program, consists of investigating five aluminum sheet alloys each of which is subjected to four heat treatments. The aluminum sheet alloys investigated are 6111T4PD, 5754-O, 5182-O, 6022T4E29, and 6022T4. The four heat treatments are 177°C for 30 minutes, 200°C for 15 minutes, 200°C for 2 hours, and 200°C for 24 hours. The 200°C/24 hours treatment simulates the most severe thermal exposure i.e. components adjacent to exhaust pipes and manifolds. All 200°C heat treatments are in addition to the 177°C for 30 minutes. All specimens were subjected to the reference 177°C for 30 minutes treatment. Aluminum rails of hexagonal cross-section were formed for the twenty combinations of aluminum sheet alloys and heat exposures. These twenty formed aluminum rails were then bonded and riveted using Betamate 4601 adhesive and Henrob K50742 self-piercing rivets. Once assembled, these twenty rails were subjected to dynamic axial crushing at a speed of 40 kph (25 mph). Force-Time data was collected and responses were plotted for all tests. Force-Displacement responses were then integrated for the crush energy management and mean axial crush load for each of the aluminum sheet rails. Bar charts were generated to describe the crash loads and energy management behaviors of the various aluminum alloys and associated heat treatments. Service life simulated heat exposure was found to affect the mean crash load and crash energy management of the aluminum structural crash members. The heat exposure effects on the crashworthiness of the sheet aluminum members ranged from a reduction of [−21.6%] to an increase of [+6.8%] in the mean crash load and crash energy management with higher variation observed in the “T4” tempered aluminum alloys.
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Veldman, R. L., J. Ari-Gur, and C. Clum. "Effects of Pre-Pressurization on Damage of Blast-Loaded Reinforced Plates." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-80861.

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The effects of pre-pressurization on blast-loaded reinforced rectangular aluminum plates were studied experimentally. In this study, small (0.508 × 0.609 × 0.0016 meter) clamped plates with rivet attached reinforcing members were used as a basic model of the fuselage skin of a commercial aircraft. Both non-pressurized and pre-pressurized plates (static pressure of 41.4 kPa (6.0 psi)) were considered to simulate the typical in-flight loads experienced by a commercial aircraft due to cabin pressurization. This work extends previous research on blast loading of pre-pressurized plates to incorporate the effects of reinforcing members [1]. An experimental configuration was designed using a vacuum vessel system to apply a pressure differential to the reinforced test plate. Bare spherical explosive charges of C4 were then detonated at fixed distances from the plate. The permanent plate deformations or the amount of tearing in the plates were measured for seventeen explosive tests that considered two different blast load intensities. Additionally, a high-speed camera was used to determine the mechanism and time scale of failure propagation in the reinforced panels. The high speed camera was used found to be an excellent tool to record the failure progression in the reinforced panels under blast loading. In general, commencing with the onset of panel deformation, the blast-loaded panels exhibited rivet failure in less than 0.5 milliseconds, initiation of plate tearing in less than 1.0 millisecond, and completion of plate tearing by about 10.0 milliseconds. A comparison of plate deformations and damage showed two distinct results. For the least intense blast load case, both the non-pressurized and pressurized panels deformed but did not tear. In this case, very little effect of pre-pressurization on final panel deformation was noted. For the more intense blast load case, a significant increase in panel damage was observed as static pre-pressurization increased from 0.0 kPa to 41.4 kPa.
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