Modeling and Experimental Aspects of Self-healing Bolted Joint through Shape Memory Alloy Actuators

Bolted joints are a form of mechanical coupling largely used in machinery due to their reliability and low cost. Failure of bolted joints can lead to catastrophic events, such as leaking, train derailments, aircraft crashes, etc. Most of these failures occur due to the reduction of the pre-load, induced by mechanical vibration or human errors in the assembly or maintenance process. This article investigates the application of shape memory alloy (SMA) washers as an actuator to increase the pre-load on loosened bolted joints. The application of SMA washer follows a structural health monitoring procedure to identify a damage (reduction in pre-load) occurrence. In this article, a thermo-mechanical model is presented to predict the final pre-load achieved using this kind of actuator, based on the heat input and SMA washer dimension. This model extends and improves on the previous model of Ghorashi and Inman [2004, "Shape Memory Alloy in Tension and Compression and its Application as Clamping Force Actuator in a Bolted Joint: Part 2 - Modeling," J. Intell. Mater. Syst. Struct., 15:589-600], by eliminating the pre-load term related to nut turning making the system more practical. This complete model is a powerful but complex tool to be used by designers. A novel modeling approach for self-healing bolted joints based on curve fitting of experimental data is presented. The article concludes with an experimental application that leads to a change in joint assembly to increase the system reliability, by removing the ceramic washer component. Further research topics are also suggested.

Análisis del proceso de Friction Drilling: Análisis de la calidad de la junta atornillada

[ES]En el presente trabajo, se pretende optimizar la unión atornillada de chapas de dos materiales disimilares (acero y aluminio) mediante un proceso no convencional, el taladrado por fricción. Dicho proceso está orientado a la calderería fina, sector en el cual tiene gran número de aplicaciones. Se comenzará con una serie de ensayos iníciales y se procederá a realizar pruebas sistemáticas. Se realizarán mediciones de temperaturas, momentos torsores y fuerzas, y se analizaran las tolerancias dimensionales generadas por el proceso para la elección de los parámetros óptimos. El documento se centrará en analizar de forma teórica el comportamiento mecánico de la unión y de los ensayos de tracción correspondientes. Esto servirá para realizar los futuros ensayos de calidad y posteriormente comparar los resultados con los de las uniones convencionales.

Propuesta de catálogo para la selección de rodamientos de vuelco en aplicaciones cuasiestáticas

[ES]La propuesta de catálogo realizada en este proyecto, cuyo objetivo es convertirse en el catálogo de la empresa de rodamientos Iraundi S.A., constará de dos partes. La primera de ellas será una parte teórica e informativa que incluirá toda la información necesaria sobre la manipulación, montaje, mantenimiento y selección del tipo de rodamiento. Para ello se ha recabado información tanto del propio catálogo de Iraundi S.A., como de varios de los fabricantes de rodamientos más importantes del momento, como son INA, GOIMO, ROTHE-ERDE, y SKF. La segunda parte del catálogo lo formaran las tablas y gráficas de selección de rodamiento. Estas gráficas han sido renovadas con respecto al catálogo existente, y se ha tratado de conseguir unas gráficas que sean fáciles de interpretar, y que de manera sencilla se puedan obtener los tamaños y tipos de rodamiento adecuados, dependiendo de la aplicación de funcionamiento y de las fuerzas radiales, axiales y de momento que estos vayan a soportar. Éstas gráficas han sido calculadas exclusivamente para este proyecto, y validadas mediante la aplicación de elementos finitos, de los que finalmente se han obtenido unas gráficas que simplifican la selección óptima del rodamiento, y que tienen en cuenta el esfuerzo axial, radial, y momento que soportará el rodamiento, así como las fuerzas que serán capaces de soportar los tornillos empleados para el anclaje.

Influência de parâmetros construtivos e operacionais na vida em fadiga de uniões aparafusadas em tração

Pós-graduação em Engenharia Mecânica - FEG

Determinação do fator de rigidez de junta aparafusada em tração utilizando o software Excel

When a bolted joint is loaded in tension with dynamically, part of this load is absorbed by the bolt and rest is absorbed by the joint material. What determines the portion that is to absorbed by the bolt is the joint stiffness factor. This factor influences the tension which corresponds to pre-load and the safety factor for fatigue failure, thus being an important factor in the design of bolted joints. In this work, three methods of calculating the stiffness factor are compared through a spreadsheet in Excel software. The ratio of initial pre-load and the safety factor for fatigue failure depending on the stiffness factor graph is generated. The calculations for each method show results with a small difference. It is therefore recommended that each project case is analyzed, and depending on its conditions and the range of stiffness values, the more or less rigid method about the safety factor for fatigue failure is chosen. In general, the approximation method provides consistent results and can be easily calculated

Análise de junta aparafusada de biela automotiva

Pós-graduação em Engenharia Mecânica - FEG

Stiffness prediction for bolted moment-connections between cold-formed steel members

The authors have recently described a cold-formed steel portal framing system in which simple bolted moment-connections, formed through brackets, were used for the eaves and apex joints. Such connections, however, cannot be considered as rigid because of localised in-plane elongation of the bolt-holes caused by bearing against the bolt-shanks. To therefore predict the initial stiffness of such connections, it is necessary to know the initial bolt-hole elongation stiffness k(b). In this paper, a finite element-solid idealisation of a bolted lap joint in shear will be described that can be used to determine k(b); the results obtained are validated against experimental data. A beam idealisation of a cold-formed steel bolted moment-connection is then described, in which spring elements are used to idealise the rotational flexibility of the bolt-groups resulting from bolt-hole elongation: Using the value of k(b) in the beam idealisation, the deflections predicted are shown to be similar to those measured experimentally in laboratory tests conducted on the apex joint of a cold-formed steel portal frame. (C) 2003 Elsevier Ltd. All rights reserved.

Ultimate strength of bolted moment-connections between cold-formed steel members

The behaviour and design of bolted moment-connections between cold-formed steel members, formed by using brackets bolted to the webs of the section, is considered. The particular problem of the moment-capacity of such joints being lower than that of the cold-formed steel sections being connected because of web buckling, caused by the concentration of load transfer from the bolts, is addressed. In this paper, a combination of laboratory tests and finite element analyses is used to investigate this mode of failure. It is demonstrated that there is good agreement between the measured ultimate moment-capacity and that predicted by using the finite element method. A parametric study conducted using the finite element model shows that the moment-capacity of a practical size joint can be up to 20% lower than that of the cold-formed steel sections being connected. Web buckling so-caused must therefore be considered in the design of such connections. (C) 2003 Elsevier Ltd. All rights reserved.

Effects of elevated temperatures on bolted moment-connections between cold-formed steel members

Experimental investigations at ambient temperature into the behaviour of bolted moment-connections between cold-formed steel members have previously been described. Full-scale joint tests have demonstrated that the channel-sections being connected are susceptible to premature failure, the result of web buckling caused by the concentration of load transfer from the bolts. The results of tests on bolted lap joints have been used to propose design recommendations for the shear strength in bearing of the bolt-hole. For both types of test, the results of non-linear elasto-plastic finite element analyses have been shown to have good agreement. No consideration, however, has been given to the behaviour of such connections at elevated temperatures. This paper describes non-linear elasto-plastic finite element parametric studies into the effects of elevated temperatures on bolted moment-connections between cold-formed steel members. Two issues at elevated temperatures are investigated:

Delamination Arrestment in Bonded-Bolted Composite Structures by Fasteners

Thesis (Ph.D.)--University of Washington, 2016-06