Abstract:Advanced materials consist of several materials systems that exhibit complementary properties for multipurpose applications. Joining of dissimilar materials is a critical and challenging advanced manufacturing technique to develop novel hybrid materials with properties fully transferred. The "bonding strength" of a joint is crucial for its integrity and performance. The bonding strength is affected by a range of parameters that can be better understood, controlled, and optimized via both experimental and analy… Show more
“…As shown in Figure 12, the centrifugal force F i of the element "i" is computed as a function of the rotational speed n, the mass m i and the radius of the mass center r ci , where i = cn, pt or pn (which represent transmission system, piston, and collet, respectively), by Equation (19).…”
Section: Collet Chuck Deflection Due To Centrifugal Forcementioning
confidence: 99%
“…As the joining of different materials is influenced by a range of parameters which are better recognized, monitored and optimized through both experimental and analytical methods [18,19], this paper presents an analytical model for determining the dynamic clamping force of the proposed expanding mandrel design based on solid rigid theory, elasticity and mechanical contact. The proposed analytical model takes stiffness behaviors into account and was implemented over Matlab.…”
In precision machining, expanding mandrels are used for jobs with close tolerances. An expanding mandrel consists of a tapered arbor or shaft, with a thin-slotted clamping sleeve or collet made of hardened steel. The internal tapered and external cylindrical surfaces are ground to a high degree of accuracy, and the mandrel expands to fit the internal bore of the workpiece. Expanding mandrels are, essentially, wedge mechanisms. This paper proposes an automatic expanding mandrel with a novel force transmission system for high stiffness within a novel air sensing system, which allows detection of the correct part position before starting machining. A computational model for determining the dynamic clamping force of the proposed mechanism is developed and implemented using MATLAB. This model considers the influence of the stiffness behaviors of the collet, force transmission structure and workpiece. Additionally, this paper presents the finite element method analyses which were conducted to check the proposed computational model. The amount of clamping force transmitted by a collet chuck holder depends strongly on: clearances, wedge angle, stiffness of the collet chuck holder and workpiece stiffness.
“…As shown in Figure 12, the centrifugal force F i of the element "i" is computed as a function of the rotational speed n, the mass m i and the radius of the mass center r ci , where i = cn, pt or pn (which represent transmission system, piston, and collet, respectively), by Equation (19).…”
Section: Collet Chuck Deflection Due To Centrifugal Forcementioning
confidence: 99%
“…As the joining of different materials is influenced by a range of parameters which are better recognized, monitored and optimized through both experimental and analytical methods [18,19], this paper presents an analytical model for determining the dynamic clamping force of the proposed expanding mandrel design based on solid rigid theory, elasticity and mechanical contact. The proposed analytical model takes stiffness behaviors into account and was implemented over Matlab.…”
In precision machining, expanding mandrels are used for jobs with close tolerances. An expanding mandrel consists of a tapered arbor or shaft, with a thin-slotted clamping sleeve or collet made of hardened steel. The internal tapered and external cylindrical surfaces are ground to a high degree of accuracy, and the mandrel expands to fit the internal bore of the workpiece. Expanding mandrels are, essentially, wedge mechanisms. This paper proposes an automatic expanding mandrel with a novel force transmission system for high stiffness within a novel air sensing system, which allows detection of the correct part position before starting machining. A computational model for determining the dynamic clamping force of the proposed mechanism is developed and implemented using MATLAB. This model considers the influence of the stiffness behaviors of the collet, force transmission structure and workpiece. Additionally, this paper presents the finite element method analyses which were conducted to check the proposed computational model. The amount of clamping force transmitted by a collet chuck holder depends strongly on: clearances, wedge angle, stiffness of the collet chuck holder and workpiece stiffness.
“…The presence and necessity of bond strength are noted here, the primary contribution of this work is the use of glass as compressive reinforcement in macro-scale composites. The direct approach to modeling bonding strengths is to examine the geometry between elements [14]. Accordingly, what is unique to compressive forces when dealing with composites is an increase in frictional forces that occur at the interface of two materials placed in compression.…”
Section: Introductionmentioning
confidence: 99%
“…An additional aspect is that beams that have glass throughout their depth tend to be significantly more expensive due to the relatively high cost of glass per unit area. The interactions between dissimilar materials are where new properties for composites are found [14], though the bonding strength does pose challenges. The presence and necessity of bond strength are noted here, the primary contribution of this work is the use of glass as compressive reinforcement in macro-scale composites.…”
Due to increasing costs and growing environmental concerns pertaining to the construction of structures, an alternative form of reinforcement has been proposed through our studies; through a new beam design methodology, referred to as triple composite beams, glass can be used as a cost-competitive and more environmentally friendly macro-scale compressive reinforcement. The cost competitiveness of glasses derives from their large compressive strength (in general 1000 MPa; >1100 MPa for fused quartz). To support the triple composite design architecture, equations have been developed using Euler–Bernoulli beam theory and the method of transformed sections and compared against finite element modeling determined stresses. Our results show that the average stress was more accurate but less precise than fully considering binder, assuming the binder did not contribute to the cross-section of the beam. The paper concludes by presenting a flexural reinforcement utilization ratio (R), which predicts the ability of a reinforcement-binder combination to utilize the reinforcement to maximum stress effectively while ignoring bonding strength. This R ratio suggests that while concrete is a low cost, it cannot be used in a glass-reinforced beam as the concrete is too stiff compared to the glass.
“…However, it is challenging to join the vibration-damping steels to aluminum alloys, since conventional fusion joining methods for metals, such as resistance spot welding [3][4][5] and laser welding [6][7][8], are not applicable to aluminum alloys and steel dissimilar joints due to their large 2 of 14 difference in thermo-mechanical properties and Fe-Al-based brittle intermetallic compounds (IMC) in the weld area [9][10][11]. Diffusion bonding can be used to join dissimilar metals; however, the suitability of diffusion bonding has been limited to highly reactive materials (titanium, beryllium, or zirconium) so far [12]. Therefore, non-fusion and non-diffusion joining methods, including adhesive bonders or mechanical fasteners, have been mainly considered for such dissimilar joints.…”
In this study, the self-piercing rivet (SPR) joining of vibration-damping steel and aluminum alloy (Al5052-H32) is successfully carried out, for the first time to our knowledge, and the effects of die type and joint configuration on the mechanical performance, failure mode, and geometrical characteristics of the new joint are investigated. The vibration-damping steel and Al5052-H32 SPR joint exhibits the largest tensile–shear load when a flat die is used. An increase in the die taper angle and diameter decreases the mechanical performance of the joint due to the increase in volume of the die, leading to a smaller interlock width of the joint. The joint configuration with Al5052-H32 as a top sheet has superior mechanical performance compared with the reverse configuration, owing to the increase of the interlock width. All SPR joints of vibration-damping steel and Al5052-H32 show consistent rivet pull-out failure, regardless of the joint configuration, because of relatively small interlock width. It is also found that these SPR joints show better mechanical performance than those of SPFC590DP (a skin material of the vibration-damping steel) and Al5052-H32 under the Al5052-H32–top configuration.
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