Academic literature on the topic 'Fasteners modelling'

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Journal articles on the topic "Fasteners modelling"

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Alghamdi, Abdulrahman, Hamzah Alharthi, Abdulelah Alanazi, and Mohammad Halawani. "Effects of Metal Fasteners of Ventilated Building Facade on the Thermal Performances of Building Envelopes." Buildings 11, no. 7 (2021): 267. http://dx.doi.org/10.3390/buildings11070267.

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Thermal bridging in the building envelope is one of the main causes of energy losses, even in high-efficiency ventilated building façades. In this study, the effects of point-thermal bridges attributed to metal fasteners on the heat transferred through different types of bricks were predicted. All the structural details of the substrate wall were included as well. This was accomplished with a multi-scale, finite element modelling approach used to enhance the thermal insulation efficiency of the building envelope. The effects of the metal fastener length, diameter, density and location were exa
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Zhu, W. X. "Stresses in plates containing fasteners under fastener load and any remote load." Journal of Strain Analysis for Engineering Design 37, no. 3 (2002): 211–22. http://dx.doi.org/10.1243/0309324021514970.

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A method has been developed to calculate the stresses in a plate containing a hole filled with a fastener (interference fit or clearance fit) with applied bolt load (in any direction) and subjected to any remote load (σ∞x σ∞y and τ∞xy). The material of the fastener can be different from that of the plate. The results using this method have been compared with finite element results and existing analytical results which had been solved for some special cases. Very good accuracy has been achieved.
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Erki, M. A. "Modelling the load–slip behaviour of timber joints with mechanical fasteners." Canadian Journal of Civil Engineering 18, no. 4 (1991): 607–16. http://dx.doi.org/10.1139/l91-074.

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An analytical model of behaviour is presented, which uses one-dimensional finite element approximations to predict the short-term load – slip response of a single fastener joint. The model treats the elastoplastic behaviour of the fastener as well as the nonlinear, nonelastic properties of the wood. It accounts for some of the distinctive behaviour of timber joints such as fastener withdrawal, rotational restraint at the fastener ends, joint interface characteristics, and combined fastener bending and axial tension. Good agreement is obtained between model predictions and test behaviour for si
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Podskarbi, Marcin, and Jerzy Smardzewski. "Numerical modelling of new demountable fasteners for frame furniture." Engineering Structures 185 (April 2019): 221–29. http://dx.doi.org/10.1016/j.engstruct.2019.01.135.

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Quan, Guan, Jun Ye, and Wenchao Li. "Computational modelling of Cold-formed steel lap joints with screw fasteners." Structures 33 (October 2021): 230–45. http://dx.doi.org/10.1016/j.istruc.2021.04.062.

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Szlendak, Jerzy K., Agnieszka Jablonska-Krysiewicz, and Dariusz Tomaszewicz. "Analytical modelling of a three-layer wall system of strengthening for large-panel slab buildings by means of bonded anchors." MATEC Web of Conferences 174 (2018): 04012. http://dx.doi.org/10.1051/matecconf/201817404012.

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The goal of the article is to elaboration analytical models describing a new system of reinforcing three-layer walls of large-panel buildings with bonded anchors. The use of this type of fasteners that bond the façade texture layer to the structural slab is necessary due to the low durability of previously used suspension elements. Various bonded anchorage systems were considered. The new anchorage systems were designed as two-anchors systems (horizontal anchor and diagonal anchors) and three-anchors systems (horizontal anchor and two diagonal anchors). The inclinations of these anchors are in
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Heimbs, S., M. Hoffmann, M. Waimer, S. Schmeer, and J. Blaurock. "Dynamic testing and modelling of composite fuselage frames and fasteners for aircraft crash simulations." International Journal of Crashworthiness 18, no. 4 (2013): 406–22. http://dx.doi.org/10.1080/13588265.2013.801294.

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Zhou, Tinozivashe, and Zhongwei Guan. "Numerical Modelling for Sensitivity Analysis of Wood Joints Made with Double-Sided Punched Metal Plate Fasteners." Advances in Structural Engineering 14, no. 2 (2011): 163–77. http://dx.doi.org/10.1260/1369-4332.14.2.163.

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Sun, Y. Q., and C. Cole. "Comprehensive wagon-track modelling for simulation of three-piece bogie suspension dynamics." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 221, no. 8 (2007): 905–17. http://dx.doi.org/10.1243/09544062jmes434.

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A wagon-track dynamics interaction model has been developed to investigate the dynamics of suspensions with friction wedge dampers that are widely used in three-piece bogie wagons in Australia. The wagon is modelled using 66 degrees-of-freedom, accounting for the three-dimensional movements of all wagon components. The mass of the wedge has also been modelled. The track is modelled with rails as Timoshenko beams and discretely supported by the spring and damper elements representing the elasticity of pads, fasteners, and ballast. An assumed track geometry irregularity, i.e. top surface profile
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Onifade, MK, AC Igboanugo, and JO Osarenmwinda. "MODELLING OF RESPONSES FROM ORTHOGONAL METAL CUTTING OF MILD STEEL USING CARBIDE INSERT TOOL." Nigerian Journal of Technology 36, no. 1 (2016): 96–109. http://dx.doi.org/10.4314/njt.v36i1.13.

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The purpose of this research was to develop models for the prediction of responses from orthogonal metal cutting process that are responsible for the machinability ratings of this technological system. Mild steel work-piece material that is representative sample for various industrial applications was machined. The various industrial applications of this representative sample range from mechanical shafts to fasteners, screws and hydraulic jack. These machine elements require high degree of surface finish. A fifteen-run based Box-Behnken response surface design was created using widely establis
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Dissertations / Theses on the topic "Fasteners modelling"

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Nagarajan, Vignesh. "Modelling and evaluation of fasteners under fatigue." Thesis, KTH, Skolan för industriell teknik och management (ITM), 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-263921.

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At the calculations group in Sigma Industry East North, the traditional method for evaluating fasteners has been by use of the VDI2230 manual. As the complexity of a model increases the evaluation also becomes harder. The goal of this thesis is to set a robust evaluation method by combining the VDI2230 with the Finite Element (FE) method. Varied topics such as fastener and plate compliance, embedding effect, forces through the fastener and plate, minimum thread engagement length, service loads and the fatigue effect in fasteners is discussed. The flowchart discusses the process flow, as in, wh
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Newman, Michael Geoffery. "Mathematical modelling of creep in weldments using the Cosserat theory of plates and shells." Thesis, University of Southampton, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.239654.

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Monferran, Paul. "Modèles numérique et stochastique des fixations pour la contrainte foudre des lignes d’assemblages sur avion." Thesis, Limoges, 2018. http://www.theses.fr/2018LIMO0095/document.

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Les effets de la foudre sur les lignes d'assemblage des avions peuvent s'avérer catastrophiques. L'un des phénomènes redoutés est l'étincelage au niveau d'une fixation bien souvent associé à un défaut sur les résistances de contact. Au vu des contraintes normatives, du manque de connaissance de cette problématique multi-physiques et de l'incapacité structurelle à avoir une approche uniquement expérimentale, les avionneurs se sont notamment tournés vers la modélisation. Dans ce manuscrit, on s'intéresse particulièrement à la modélisation des lignes d'assemblage pour le dimensionnement de la con
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Gunbring, Freddie. "Prediction and Modelling of Fastener Flexibility Using FE." Thesis, Linköping University, Department of Management and Engineering, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-11428.

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<p>This report investigates the feasibility and accuracy of determining fastener flexibility with 3D FE and representing fasteners in FE load distribution models with simple elements such as springs or beams. A detailed study of 3D models compared to experimental data is followed by a parametric study of different shell modelling techniques. These are evaluated and compared with industry semi-empirical equations.</p><p>The evaluated 3D models were found to match the experimental values with good precision. Simulations based on these types of 3D models may replace experimental tests. Two differ
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Dhamari, Ruby Dharma Adji Aerospace Civil &amp Mechanical Engineering Australian Defence Force Academy UNSW. "The effects of water displacing corrosion preventatives on the fatigue behaviour of mechanically fastened aluminium joints." Awarded by:University of New South Wales - Australian Defence Force Academy. School of Aerospace, Civil and Mechanical Engineering, 2005. http://handle.unsw.edu.au/1959.4/38668.

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Two failure mechanisms in a double lap joint are investigated. Analytical models of net-section and gross-section failure modes are proposed to describe these mechanisms. The effects of lamping force, interference fit, maximum axial load and WDCP on fatigue performance of the joint are included in the models. The effect of WDCP is assumed to give a reduction in friction coefficient. Three types of stress reduction factors are proposed in the net-section failure model to account for these parameters. The stress reduction factors modify stress range that is used in crack growth calculation. If t
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Hsu, Chia-Wei, and 許家瑋. "The Design of New Fasteners and Numerical Modelling of Sandwich Panels for a Pre-fabricated House." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/87195395328253142044.

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碩士<br>國立高雄大學<br>土木與環境工程學系碩士班<br>100<br>The existing sandwich panel with quick-handed hooks can provide fast and economic shelter for the need during natural disasters. The hook system takes the responsibility to carry the loads between panels and becomes one of the key components in this kind of buildings. A roof made of the same kind of panels is a patented new way for a faster construction but the connectors between the roof panel and the wall panel or between one roof panel and another roof panel are still in default. For wider applications of this kind of construction material in the fu
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Leite, André Macedo. "Modelling and analysis of composite joint reinforced by composite fastener." Dissertação, 2016. https://repositorio-aberto.up.pt/handle/10216/85567.

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Leite, André Macedo. "Modelling and analysis of composite joint reinforced by composite fastener." Master's thesis, 2016. https://repositorio-aberto.up.pt/handle/10216/85567.

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Conference papers on the topic "Fasteners modelling"

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Hartley, P. "Numerical Modelling Of Metal Flow In The Cold Forming Of Industrial Fasteners." In MATERIALS PROCESSING AND DESIGN; Modeling, Simulation and Applications; NUMIFORM '07; Proceedings of the 9th International Conference on Numerical Methods in Industrial Forming Processes. AIP, 2007. http://dx.doi.org/10.1063/1.2740810.

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Mastrolembo, Giuseppe, A. Manu Haddad, David Clark, Matthew Cole, and Simon Evans. "Modelling the effect of ground return fasteners on current distribution and power dissipation in carbon composite test samples subjected to lightning strikes." In 2016 51st International Universities Power Engineering Conference (UPEC). IEEE, 2016. http://dx.doi.org/10.1109/upec.2016.8114004.

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Chandregowda, Sunil, and Ganga Reddy Chinnappa Reddy. "Evaluation of fastener stiffness modelling methods for aircraft structural joints." In ADVANCES IN MECHANICAL DESIGN, MATERIALS AND MANUFACTURE: Proceedings of the First International Conference on Design, Materials and Manufacture (ICDEM 2018). Author(s), 2018. http://dx.doi.org/10.1063/1.5029577.

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Guggolz, D., S. K. Manoharan, and C. Friedrich. "Avoiding of Self-Loosening in Components With Multiple Screw Joints." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-50369.

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Self-loosening of fastened systems is known as a severe damage mechanism besides the loss of preload due to relaxation and as a result of this the failure of the joint. Main problem is, that self-loosening mostly leads to a rapid preload loss when occurs. In the 1970s first systematic investigations due to this are reported from Junker et al. using a transverse-vibrational test stand [13]. Nowadays numeric calculation approaches are available (e.g. [12]). All approaches show that very small displacements from loading before complete sliding are sufficient to induce self-loosening — which is a
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