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Artículos de revistas sobre el tema "Fasteners modelling"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 4 de febrero de 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Shkarayev, S. "Theoretical modeling of crack arrest by inserting interference fit fasteners." International Journal of Fatigue 25, no. 4 (2003): 317–24. http://dx.doi.org/10.1016/s0142-1123(02)00141-x.

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12

Webber, J. P. H., U. Graham, and M. R. Wisnom. "Strain distributions around fasteners in laminated plates under biaxial in-plane loading." Journal of Strain Analysis for Engineering Design 32, no. 3 (1997): 167–74. http://dx.doi.org/10.1243/0309324971513300.

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A finite element model is employed to investigate the effect of variations in biaxial in-plane applied loading on the strain distributions around a bolt-filled quasi-isotropic laminated plate. The theoretical model includes the effect of friction between a washer and the plate surface which is generated by a torque loaded bolt. It is this aspect of the investigation that is a novel feature of the work. Contour plots around the hole/washer region for all three in-plane strain components are presented and discussed. The results show that the strain distribution is very much affected by the biaxi
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13

Castelluccio, G. M., and M. R. W. Brake. "On the origin of computational model sensitivity, error, and uncertainty in threaded fasteners." Computers & Structures 186 (July 2017): 1–10. http://dx.doi.org/10.1016/j.compstruc.2017.03.004.

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14

Yang, S. C., H. P. Hong, and F. M. Bartlett. "Responses and capacity curves of mid- and high-rise wood buildings subjected to seismic excitations." Canadian Journal of Civil Engineering 47, no. 1 (2020): 63–76. http://dx.doi.org/10.1139/cjce-2018-0300.

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The design and modelling of 10-, 15-, and 20-storey wood buildings with cross-laminated timber and glulam structural members are presented in the present study. The system is platform-type construction with a cross-laminated timber core, perimeter walls as lateral load resisting system, and glulam columns as the gravity system. The designed buildings satisfy requirements stipulated in applicable design codes in Canada. The hysteretic models and the associated parameters used to model the fasteners for wood members are developed. Assessments of the nonlinear inelastic seismic responses and capa
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15

Koziol, Piotr, and Rafał Pilecki. "Dynamic response of double-beam system with nonlinear viscoelastic layer to moving load." MATEC Web of Conferences 211 (2018): 11008. http://dx.doi.org/10.1051/matecconf/201821111008.

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In previous papers, the problem of double-beam system resting on viscoelastic foundation was solved with the assumption of nonlinear foundation stiffness. This multilayer model finds application in railway modelling, where rails are represented by the infinite Euler-Bernoulli beams and sleepers are modelled as a rigid body. In this paper, another assumption is made. The layer connecting two Euler-Bernoulli beams has nonlinear stiffness. This assumption is related to laboratory tests of fastening systems. These tests show that the stiffness of fasteners and rail pads is nonlinear and this facto
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16

Lenz, Lisa, Kai Christian Weist, Marvin Hoepfner, Panagiotis Spyridis, and Mike Gralla. "Symbiosis of life-cycle structural design and asset management based on Building Information Modeling: Application for industrial facility equipment." Organization, Technology and Management in Construction: an International Journal 12, no. 1 (2020): 2170–80. http://dx.doi.org/10.2478/otmcj-2020-0013.

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AbstractIn the last few years, particular focus has been devoted to the life cycle performance of fastening systems, which is reflected in increasing numbers of publications, standards and large-scale research efforts. Simultaneously, experience shows that in many cases, where fastening systems are implemented – such as industrial facilities – the design of fasteners is governed by fatigue loading under dynamic characteristics. In order to perform an adequate design and to specify the most efficient and appropriate fastening product, the engineer needs to access and process a broad range of te
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17

M N, Ashwath. "Biomimetics: An Approach to Enhance Sustainability - An Overview." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2760–70. http://dx.doi.org/10.22214/ijraset.2021.36947.

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Biomimicry is the study of natural structures, mechanisms and ecosystems to create more ecologically sustainable designs. It plays a vital role in searching for new tools and techniques to solve human problems by adopting natural phenomena. Many experts now view nature through biomimicry for motivation with its instinctive ability for sustainability and proven flexibility to interruption. Biomimetics is not a recent trend; the idea of looking into nature for inspiration is in practice for a long time. Human innovations have borrowed from nature throughout history. Essential elements of biomimi
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18

Haiman, Miljenko, and Nenad Turčić. "Timber-Lightweight Aggregate Composite Floor Structure." Materials Science Forum 730-732 (November 2012): 486–91. http://dx.doi.org/10.4028/www.scientific.net/msf.730-732.486.

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Nowadays, composite structures based on wood are frequently used. In civil engineering, mostly timber-concrete composite structures are used, particularly in reconstruction of old timber girder floor structures or manufacture of new ones at the reconstruction of old buildings in areas exposed to frequent earthquakes. In new buildings it is mainly glued laminated timber or lumber, while in reconstruction square timber is used. A timber beam is coupled with a concrete slab made either of conventional or a lightweight concrete. Best results are achieved by coupling timber with lightweight aggrega
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19

Šleger, V. "Potential use of program Dynamic Designer in spring modelling." Research in Agricultural Engineering 50, No. 1 (2012): 1–5. http://dx.doi.org/10.17221/4918-rae.

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Program Dynamic Designer serves for kinematic and dynamical analysis of rigid body system. Models of springs and relations between force and spring deformation can be chosen and inserted into the system. In the article there is presented <br />a model of flexibly fastened body. Result of dynamical analysis is dependence of selected point deflection on time (Figs. 5, 7, 8, 10). The results can be put to use in the design of spring-loaded parts of agricultural machines.
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20

Irisarri, F. X., F. Laurin, N. Carrere, and J. F. Maire. "Progressive damage and failure of mechanically fastened joints in CFRP laminates – Part I: Refined Finite Element modelling of single-fastener joints." Composite Structures 94, no. 8 (2012): 2269–77. http://dx.doi.org/10.1016/j.compstruct.2011.07.023.

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21

Wang, Xingxing, Youcheng Li, Wei Wang, and Shangxin Gao. "Improved Fastener-Based Modelling Method for Reinforced Cold-Formed Steel Shear Walls." Advances in Civil Engineering 2019 (November 12, 2019): 1–14. http://dx.doi.org/10.1155/2019/3260946.

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The fastener-based computational model is improved and extended to predict the shear performance of reinforced cold-formed steel (RCFS) shear walls. The failure mechanism of sheathing-to-stud connections with double-layer wallboards is first analysed, and a method for determining those connections’ shear properties is proposed. Numerical models of RCFS shear walls are then established and analysed. Based on simulated results that have been fully validated by previous test results, an equivalent method for perforated RCFS shear walls is proposed. Finally, the application of the improved fastene
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22

Desmaliana, Erma, Bernardinus Herbudiman, Andi Mentari Ulfayani, and Fauzi Ahmad Shobur Gunawan. "Study of cold formed steel beam column joint to resist lateral load." MATEC Web of Conferences 276 (2019): 01040. http://dx.doi.org/10.1051/matecconf/201927601040.

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Cold Formed Steel (CFS) is one of the materials that recently used in building structures. There are many advantages of CFS compared with other materials, such as lightweight, high tensile strength, and fast construction. Hollow Structural Sections (HSS) is the most commonly used as beam and column CFS sections. The purposes of this study are determining the behavior and capacity of CFS beam column joint under lateral load with manual calculation, numerical analysis and experimental. The test specimens used 1 mm thick, 4x4cm HSS for column and 2x4cm HSS for beam. Beam and column connected by t
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23

Yakhnenko, M. S., N. V. Snetkova, and A. V. Mironov. "Computational and Mathematical Modelling during Calculation of Margin of Safety as the Way of Decrease in Expenses of Energy during the Operation of Combined Designs." Advanced Materials Research 853 (December 2013): 526–30. http://dx.doi.org/10.4028/www.scientific.net/amr.853.526.

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The accuracy of convergence at the solution of a problem of determination of margin of safety of the rivet composition is operating in the conditions of action of stretching and momentary loading in the plane, the perpendicular plane of composition was investigated. The problem is solved by classical methods and also by method of final elements in the software complex Ansys 12. Difference in specific values of the margin of safety of load on each point of fastener between the theoretical calculations and calculation in the Ansys ystem was from 324,7 to 926,3 percent. Accounting fastener pull r
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24

Clark, G. "MODELLING RESIDUAL STRESSES AND FATIGUE CRACK GROWTH AT COLD-EXPANDED FASTENER HOLES." Fatigue & Fracture of Engineering Materials and Structures 14, no. 5 (1991): 579–89. http://dx.doi.org/10.1111/j.1460-2695.1991.tb00684.x.

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25

Pavier, M. J., C. G. C. Poussard, and D. J. Smith. "Finite element modelling of the interaction of residual stress with mechanical load for a crack emanating from a cold worked fastener hole." Journal of Strain Analysis for Engineering Design 33, no. 4 (1998): 275–89. http://dx.doi.org/10.1243/0309324981512995.

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A three-dimensional finite element simulation has been conducted for the cold working of a fastener hole in an aluminium plate. The simulation predicts the residual stress distribution resulting from the cold working process where an oversize mandrel is pulled though the fastener hole. Following the cold working simulation, unidirectional tensile mechanical load is applied to the plate and the resulting redistribution of stress predicted. Parallel through-the-thickness cracks emanating from the hole are then introduced into the model and crack opening displacements and stress intensity factors
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26

Dattaguru, B., A. C. B. Naidu, T. Krishnamurthy, and T. S. Ramamurthy. "Development of special fastener elements." Computers & Structures 24, no. 1 (1986): 127–34. http://dx.doi.org/10.1016/0045-7949(86)90341-x.

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27

Premrov, Miroslav, and Peter Dobrila. "Modelling of fastener flexibility in CFRP strengthened timber-framed walls using modified -method." Engineering Structures 30, no. 2 (2008): 368–75. http://dx.doi.org/10.1016/j.engstruct.2007.04.003.

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28

Tong, Pin. "Influence of fastener holes on residual strength." International Journal of Fracture 67, no. 4 (1994): 315–24. http://dx.doi.org/10.1007/bf00032498.

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29

Stefanescu, D. "Experimental study of double cold expansion of holes." Journal of Strain Analysis for Engineering Design 38, no. 4 (2003): 339–47. http://dx.doi.org/10.1243/03093240360692922.

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This paper examines experimentally the effect of double cold expansion on the residual stress field and fatigue behaviour of fastener holes in plates. Measurements of the hoop strain generated by the progressive drawing of the mandrel through the hole, of the retained expansion and of the surface residual stresses were performed on both cold and double cold expanded specimens. Fatigue testing and a fracture surface examination were also carried out for all specimens. It was found that double cold expansion reduces the through-thickness variation of the residual stress field generated and impro
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30

Paredes, Manuel, Naoufel Nefissi, and Marc Sartor. "Study of an interference fit fastener assembly by finite element modelling, analysis and experiment." International Journal on Interactive Design and Manufacturing (IJIDeM) 6, no. 3 (2012): 171–77. http://dx.doi.org/10.1007/s12008-012-0146-z.

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31

Gao, Guoqiang, Luling An, Ioannis K. Giannopoulos, Ning Han, Ende Ge, and Geng Hu. "Progressive Damage Numerical Modelling and Simulation of Aircraft Composite Bolted Joints Bearing Response." Materials 13, no. 24 (2020): 5606. http://dx.doi.org/10.3390/ma13245606.

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Finite element numerical progressive damage modelling and simulations applied to the strength prediction of airframe bolted joints on composite laminates can lead to shorter and more efficient product cycles in terms of design, analysis and certification, while benefiting the economic manufacturing of composite structures. In the study herein, experimental bolted joint bearing tests were carried out to study the strength and failure modes of fastened composite plates under static tensile loads. The experimental results were subsequently benchmarked against various progressive damage numerical
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32

Wen, P. H., M. H. Aliabadi, and A. Young. "Boundary element analysis of cracked panels with mechanically fastened repair patches." Journal of Strain Analysis for Engineering Design 37, no. 3 (2002): 223–38. http://dx.doi.org/10.1243/0309324021514989.

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In this paper, lap joints and mechanically attached repairs containing cracks are analysed by the boundary element method. A coupled boundary integral formulation of shear deformable plate and two-dimensional plane stress elasticity is utilized to allow the modelling of bending and membrane forces. Stress intensity factors, three for the bending problem and two for the membrane problem, are evaluated from crack-opening displacements. Several examples are presented to demonstrate the accuracy and robustness of the proposed method. The stress intensity factor solutions are shown to be dominated
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33

Harrison, Timothy J., Bruce R. Crawford, Milan Brandt, and Graham Clark. "Modelling the effects of intergranular corrosion around a fastener hole in 7075-T651 aluminium alloy." Computational Materials Science 84 (March 2014): 74–82. http://dx.doi.org/10.1016/j.commatsci.2013.11.033.

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34

Zeng, Zhiping, Ji Hu, Chunyu Tian, et al. "Research on the longitudinal mechanical behaviours of subway turnouts of large slope under train braking force." Science Progress 104, no. 2 (2021): 003685042110283. http://dx.doi.org/10.1177/00368504211028369.

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To study subway turnouts’ adaptability to steep gradients, a finite element model of a metro No. 9 simple turnout was established. The main works include: (1) The train’s most unfavourable loading condition was modelled. (2) The turnout’s longitudinal displacement and stress were analysed with different gradients under the train braking load, temperature change load and a combination of the two, to determine the structure’s safety and stability under the most unfavourable working conditions. (3) The turnout structure’s cumulative longitudinal deformation under reciprocating load was studied. B
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35

Fu, Maoqing, Guodong Fang, Zengwen Wu, Zhengong Zhou, and Jun Liang. "An improved shell-fastener model for modelling C/SiC composite bolted joints with rough surface characteristics." Composite Structures 251 (November 2020): 112516. http://dx.doi.org/10.1016/j.compstruct.2020.112516.

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36

Ralph, W. Carter, W. Steven Johnson, Andrew Makeev, and James C. Newman. "Fatigue performance of production-quality aircraft fastener holes." International Journal of Fatigue 29, no. 7 (2007): 1319–27. http://dx.doi.org/10.1016/j.ijfatigue.2006.10.016.

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37

Wei-Xun, Fan, and Qiu Chun-Tu. "Load distribution of multi-fastener laminated composite joints." International Journal of Solids and Structures 30, no. 21 (1993): 3013–23. http://dx.doi.org/10.1016/0020-7683(93)90209-p.

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38

Chakherlou, T. N., A. B. Aghdam, A. Akbari, and K. Saeedi. "Analysis of cold expanded fastener holes subjected to short time creep: Finite element modelling and fatigue tests." Materials & Design 31, no. 6 (2010): 2858–66. http://dx.doi.org/10.1016/j.matdes.2009.12.047.

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39

Bortman, J., and B. A. Szabó. "Nonlinear models for fastened structural connections." Computers & Structures 43, no. 5 (1992): 909–23. http://dx.doi.org/10.1016/0045-7949(92)90305-j.

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40

Jahed, H., S. B. Lambert, and R. N. Dubey. "Variable material property method in the analysis of cold-worked fastener holes." Journal of Strain Analysis for Engineering Design 35, no. 2 (2000): 137–42. http://dx.doi.org/10.1243/0309324001514080.

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Based on a general axisymmetric method of elastic-plastic analysis presented by Jahed and Dubey, elastic-plastic boundaries and residual stress fields induced by cold expansion of fastener holes is predicted. The method uses a linear elastic solution to construct an elastic-plastic solution. The material parameters are treated as field variables and their spatial distributions are obtained as part of the solution. This method uses the actual loading-unloading behaviour of the material and therefore is capable of predicting an accurate residual stress field. Results obtained here are compared w
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41

Napoli, A., F. Matta, E. Martinelli, A. Nanni, and R. Realfonzo. "Modelling and verification of response of RC slabs strengthened in flexure with mechanically fastened FRP laminates." Magazine of Concrete Research 62, no. 8 (2010): 593–605. http://dx.doi.org/10.1680/macr.2010.62.8.593.

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42

Poussard, C., M. J. Pavier, and D. J. Smith. "Analytical and finite element predictions of residual stresses in cold worked fastener holes." Journal of Strain Analysis for Engineering Design 30, no. 4 (1995): 291–304. http://dx.doi.org/10.1243/03093247v304291.

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Two-dimensional finite element (FE) studies, for plane stress, plane strain and axisymmetric conditions, were conducted to simulate 4 per cent cold working of a 6.35 mm diameter hole in a 6 mm thick plate of 2024 T 351 aluminium alloy. The simulations were used to assess the influence of strain hardening, the role of reversed yielding and through-thickness residual stress distributions. Experiments were also conducted to determine the tensile and compressive stress-strain response of the aluminium alloy, revealing a pronounced Bauschinger effect and non-linear strain hardening in compression.
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43

Stefanescu, D., M. Dutta, D. Q. Wang, L. Edwards, and M. E. Fitzpatrick. "The effect of high compressive loading on residual stresses and fatigue crack growth at cold expanded holes." Journal of Strain Analysis for Engineering Design 38, no. 5 (2003): 419–27. http://dx.doi.org/10.1243/03093240360713478.

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The effect of monotonic compressive loading on the residual stresses developed at cold expanded fastener holes has been investigated using the neutron and X-ray diffraction techniques. Monotonic loading models the effect of the peak of a fatigue loading sequence experienced before a crack is initiated. It was found that the compressive loading significantly affected the residual stress distribution. A low load relaxed only the stresses near to the bore of the hole, whereas a larger load affected the stress distribution over a greater area. Residual stresses measured at the mandrel entrance fac
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44

Truong, An Nhien, and Cao Hung Pham. "Numerical modelling of power-actuated fastener connections joining high-strength steel sheet to mild steel plate subjected to monotonic shear." Thin-Walled Structures 165 (August 2021): 107950. http://dx.doi.org/10.1016/j.tws.2021.107950.

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45

Napoli, A., F. Matta, E. Martinelli, A. Nanni, and R. Realfonzo. "Erratum: Modelling and verification of response of RC slabs strengthened in flexure with mechanically fastened FRP laminates." Magazine of Concrete Research 63, no. 1 (2011): 76. http://dx.doi.org/10.1680/macr.2011.63.1.76.

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46

Marchi, Luca, and Luca Pozza. "Timber-concrete composite connections using GFRP notches fastened with self-tapping screws: Conceiving, numerical modelling and testing." Construction and Building Materials 294 (August 2021): 123579. http://dx.doi.org/10.1016/j.conbuildmat.2021.123579.

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47

Kim, Tae Soo, and Geun Beom Chae. "Structural Behaviours and Curling Influence of Single Shear Cold-Formed Ferritic Stainless Steel Bolted Connections Fastened with Two Bolts." Advanced Materials Research 680 (April 2013): 252–56. http://dx.doi.org/10.4028/www.scientific.net/amr.680.252.

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Experimental studies for single shear bolted connection of cold-formed ferritic stainless steel fastened with two bolts (2×1 bolt array) and 3.0 mm thick plate has been performed by T.S. Kim etc. End distances parallel to the direction of applied force were considered as the main variables of specimens. Curling (out of plane deformation) was observed in bolted connection with 60mm end distance and it caused abrupt strength reduction. The purpose of this paper is to compare the analysis results with test results and investigate the curling influence on ultimate strength through numerical modell
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48

Smith, D. J., C. G. C. Poussard, and M. J. Pavier. "An assessment of the Sachs method for measuring residual stresses in cold worked fastener holes." Journal of Strain Analysis for Engineering Design 33, no. 4 (1998): 263–74. http://dx.doi.org/10.1243/0309324981512986.

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Measurements of residual stresses in 6 mm thick aluminium alloy 2024 plates containing 4 per cent cold worked fastener are made using the Sachs method. The measurements are made on discs extracted from the plates. The measured tangential residual stress distribution adjacent to the hole edge are found to be affected by the disc diameter. The measured residual stresses are also in good agreement with averaged through-thickness predictions of residual stresses from an axisymmetric finite element (FE) model of the cold working process. A finite element analysis is also conducted to simulate disc
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49

ZHANG, X. "Fatigue life improvement in fatigue-aged fastener holes using the cold expansion technique." International Journal of Fatigue 25, no. 9-11 (2003): 1249–57. http://dx.doi.org/10.1016/s0142-1123(03)00152-x.

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50

Heller, M., and R. P. Carey. "Stress analysis of interference-fit fastener holes using a penalty finite element method." Computers & Structures 39, no. 1-2 (1991): 73–81. http://dx.doi.org/10.1016/0045-7949(91)90074-v.

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