جستجوی مقالات مرتبط با کلیدواژه "static deflection" در نشریات گروه "فنی و مهندسی"
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The present paper is aimed to analyze static deformation, natural frequency and subharmonic resonance of a bilayer cantilever microbeam, the second layer of which has a variable width and is located on a point along the microbeam's length. Electrostatic actuation is induced by applying the voltage between the microbeam and its opposite electrode. The importance of such configuration is revealed particularly in mass and pollutants micro-sensors. First, the nonlinear equation of motion, which has been extracted in previous studies using Hamilton's principle and considering the bending neutral axis shortening assumption, was rewritten for a microbeam with variable-width second layer. Then differential equations governing the static deflection and free vibration equation around the stability point are solved using Galerkin method. Three mode shapes of a doubled stepped-microbeam are employed as the comparison function. The shapes such as triangular, parabolic, symmetric parabolic and hyperbolic are considered for the second layer. In order to find the optimal length and thickness for the selected form, the relevant diagrams were plotted for static deformation and natural frequency at constant volume and different lengths and thicknesses, and then were analyzed and investigated. The discretized equations are solved by the perturbation theory. The excitation frequency is tuned near twice the fundamental natural frequencies (subharmonic excitation). The results show that system behavior depends on the size, position and width of the coated layer. The results of this paper can be used for optimum design of microsystems such as microswitches and mass and pollutant microsensors.
Keywords: Static Deflection, Natural Frequency, Electrostatic, Galerkin, Micro Electromechanical Systems -
This paper analyzes the effects of structures and loads on the static bending and free vibration problems of bilayer beams. Based on static mechanical equilibrium and energy equilibrium, the static and dynamic governing equations of bilayer beam are established. It is found that the value of the thickness ratio has a significant effect on the static and dynamic responses of the beam, and the structure factors have their own critical value. When the value of the relative thickness is lower than its critical value or the length thickness ratio is greater than its critical value, the static and dynamic responses of the beam increase obviously. The results reveal that a critical value exists in bilayer beam, the value has noticeable influence on the mechanical properties of bilayer beams. Therefore, investigators should predict the critical structures accurately, when they design the bilayer beam.Keywords: Bilayer beam, Euler-Bernoulli hypothesis model, Natural frequency, static deflection
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In this research static deflection and free vibration of homogeneous nanobeams coated by a functionally graded (FG) layer is investigated according to the nonlocal elasticity theory. A higher order beam theory is used that does not need the shear correction factor. The equations of motion (equilibrium equations) are extracted by using Hamilton’s principle. The material properties are considered to vary in the thickness direction of FG coated layer. This nonlocal nanobeam model incorporates the length scale parameter (nonlocal parameter) that can capture the small scale effects. In the numerical results section, the effects of different parameters, especially the ratio of thickness of FG layer to the total thickness of the beam are considered and discussed. The results reveal that the frequency is maximum for a special value of material power index. Also, increasing the ratio of thickness of FG layer to the total thickness of the beam increases the static deflection and decreases the natural frequencies. These results help with the understanding such coated structures and designing them carefully. The results also show that the new nonlocal FG nanobeam model produces larger vibration and smaller deflection than homogeneous nonlocal nanobeam.
Keywords: Nanobeam, Nonlocal elasticity, FG coating, Free vibration, Static deflection -
This paper investigates the optimal configuration for a partially two-layered circular capacitive microplate subjected to AC-DC electrostatic actuation. To this end, the static deflection due to DC electrostatic actuation, natural frequency of vibration about static position and primary resonance response due to AC electrostatic actuation are studied. Primarily, the nonlinear equations of motion are derived through classical laminated plate theory (CLPT). Then, the static position and natural frequency of vibration around static position are obtained using Galerkin approach. The linear mode shapes of non-uniform microplate i.e. a microplate coated as partial by a second layer are used as comparison functions. The forced vibration equations around static position are separated using Galerkin method, and solved by the multiple scale perturbation theory. Firstly, the impact of changes in the second layer radius on the variations of static and dynamic response of the system is studied while its thickness remains constant. Then, the effect of changes in the second layer thickness is studied while its radius remains constant. Finally, the impact of simultaneous change in the radius and thickness of the second layer is studied while its volume remains constant.Keywords: Electrostatic actuation, Microplate, Static deflection, Primary resonance
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ماشین فرز عمودی از پرکاربردترین ماشین ابزارها برای تولید قطعات دقیق می باشد. خیز استاتیکی مجموعه ماشین ابزار در اثر نیروهای بالای ماشین کاری و به تبع آن جابه جایی سر ابزار مهم ترین عامل کاهش دقت ابعادی قطعه کار می باشد. همچنین انطباق محدوده فرکانس کاری با فرکانس های طبیعی موجب پدیده نامطلوب تشدید و ابزارلرزه می شود. کاهش انرژی کرنشی ستون و به تبع آن کاهش جابه جایی سر ابزار و افزایش فرکانس طبیعی اول ماشین فرز، با توجه به اینکه محدوده فرکانس کاری زیر فرکانس اول می باشد، تغییرات مطلوبی است که با بهینه سازی توزیع ضخامت دیواره ستون و آرایش تقویت کننده های داخلی متصل به آن میسر است. در این مقاله روشی مستقیم مبتنی بر تحلیل حساسیت، برای بهینه سازی آرایش تقویت کننده های متصل به سازه های صفحه ای و پوسته ای ارائه شده است. در این روش در هر مرحله از بهینه سازی، با ایجاد حلقه ارتباط بین نرم افزارهای متلب و آباکوس و بر اساس تحلیل حساسیت انجام شده توسط حلگر اجزا محدود آباکوس، تقویت کننده هایی که بیشترین تاثیر را در بهینه سازی تابع هدف دارند به فضای طراحی افزوده می شوند. پس از بهینه سازی توزیع ضخامت دیواره ستون با استفاده از ابزار بهینه سازی اندازه نرم افزار آباکوس، از روش ارائه شده در این مقاله برای بهینه سازی آرایش تقویت کننده های داخلی متصل به دیواره ستون استفاده شد. نهایتا باوجود کاهش تقریبا 0.5 درصدی وزن ستون، بیشینه جابه جایی ماشین فرز 6.9 درصد کاهش و فرکانس طبیعی اول آن 16.5 درصد افزایش می یابد. بنابراین با تغییرات جزئی در هندسه ستون مشخصه های مکانیکی ماشین فرز بهبود یافت.کلید واژگان: خیز استاتیکی, پدیده تشدید, بهینه سازی آرایش تقویت کننده ها, بهینه سازی توزیع ضخامت, تحلیل حساسیتThe static deflection of the machine tool and thus the displacement of the tool due to the high machining forces is the most important factor in reducing the dimensional accuracy of the workpiece. Also, the overlap of the frequency range of operation with the machine natural frequencies causes an undesirable resonance phenomenon. Reducing the strain energy of the column and thus reducing the displacement of the tooltip, and increasing the first natural frequency of the milling machine, given that the frequency range of operating is below the first natural frequency, is a desirable change that can be achieved by optimizing the distribution of the wall thickness of the column and the arrangement of the internal rib stiffeners. In this paper, a method based on sensitivity analysis was presented to optimize the arrangement of rib stiffeners connected to plate and shell structures. In each step of optimization, by establishing a loop of relationship between MATLAB and ABAQUS software and based on the sensitivity analysis performed by the finite element solver, the stiffeners that have the greatest impact in optimizing the objective function are added to the design space. After optimizing the distribution of the wall thickness of the column using the ABAQUS software size optimization module, the method presented in this paper was used to optimize the arrangement of internal rib stiffeners. Ultimately, despite a 0.5% reduction in the weight of the column, the maximum displacement of the machine tool decreased by 6.9% and the first natural frequency increased by 16.5%.Keywords: Static deflection, resonance phenomenon, optimizing the arrangement of stiffeners, Sensitivity analysis, milling machine column
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Scientia Iranica, Volume:25 Issue: 6, Nov - Dec 2018, PP 3151 -3160In this paper vibrational analysis of size dependent micro-ring gyroscope under electrostatic DC voltage is performed. Based on the modified couple stress theory, Hamilton’s principle and in-extensionality approximation governing equations of size dependent micro rings and corresponding finite element formulation of circular micro ring along with eight half circular stiffeners embedded inside the ring is derived. Frequency analysis indicate that the obtained ring gyroscope mode shape is slightly different from the one previously reported in the literature. Size dependent behavior of the gyroscope is studied and findings confirmed the gap between classic and non-classic natural frequencies and pull-in voltage when the ring thickness is in order of material length scale parameter. Two different orientations for the actuation electrodes of the micro-ring gyroscope are implemented and effect of these orientations on the static deflection, pull-in instability and device frequencies in the sense ( direction) and drive ( direction) directions is investigated. Results reveal that the pull-in phenomena take place under lower voltage for & orientation of electrodes in comparison with orientation and frequency split occurs in higher voltages for & orientation. A comparison between finite element numerical natural frequencies of single ring and previously obtained analytical ones shows excellent agreement.Keywords: Natural frequency, modified couple stress theory, vibrating ring gyroscope, Pull-in voltage, Static deflection
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با توسعه روز افزون تغییر دهنده های فاز میکرو الکترومکانیکی، بررسی تغییر شکل و ناپایداری میکروسوئیچ ها حائز اهمیت فراوانی می باشد. بر این اساس در مقاله حاضر، رفتار استاتیکی و ناپایداری پولین میکروتیر دوسرگیردار تحت تاثیر میدان الکترواستاتیکی موضعی که در طراحی و ساخت تغییر دهنده های فاز میکروالکترومکانیکی توزیع شده کاربرد دارد، بررسی می شود. با در نظر گرفتن اثرات غیرخطی ناشی از شعاع انحناء برای اولین بار، معادله دیفرانسیل غیرخطی حاکم بر سیستم با استفاده از تئوری تیر اویلر- برنولی و اثرات اندازه های کوچک با بکارگیری اصل کار مجازی استخراج شده است. با استفاده از روش گالرکین و با فرض ولتاژ استاتیکی اعمال شده به ناحیه مشخصی از میکروتیر، اثر پارامترهای مختلف بر روی تغییر شکل استاتیکی و ولتاژ پولین مورد بررسی قرار گرفته است. نتایج این تحقیق نشان می دهد که در نظر گرفتن اثرات غیرخطی ناشی از شعاع انحناء تاثیر قابل ملاحظه ای بر رفتار مکانیکی سیستم دارد و با افزایش این پارامتر رفتار سخت شوندگی میکروسوئیچ افزایش یافته و در نتیجه آن خیز استاتیکی میکروسوئیچ نسبت به تئوری خطی کمتر می شود. همچنین، با افزایش ولتاژ اعمالی به میکروسوئیچ، کرنش های غیرخطی ایجاد شده افزایش یافته و اثرات غیرخطی ناشی شعاع انحناء قابل ملاحظه خواهد بود. به عنوان مثال با افزایش پارامتر بی بعد سفتی خمشی از مقدار 0 به 10، حداکثر خیز میکروسوئیچ به ازای ولتاژهای 2V، 1V و 3V به ترتیب در حدود 7.7%، 35.8% و 48.6% کاهش می یابد.کلید واژگان: میکروسوئیچ شیف دهنده فاز, میدان الکترواستاتیک موضعی, غیرخطی شعاع انحناء, خیز استاتیکیWith development of micro-electromechanical phase shifter, the study of deformation and instability of micro-switches is very important. The static behavior and pull-in instability of the clamped-clamped micro-beam subjected to local electrostatic loads which is used in DMTL phase shifter is investigated. Taking into account of nonlinear effects caused by radius of curvature for the first time, the nonlinear differential equation of the system is obtained using Euler-Bernoulli beam theory and effects of small sizes by employing the principle of virtual work. By considering the local electrostatic static voltage applied on the micro-beam, the governing partial differential equation is further discretized with the aid of Galerkins method, and the effect of system parameters on static deflection and pull-in voltage of the micro-switches are investigated. It is found that curvature nonlinearity has a great effect on the mechanical behavior of the micro-switches. Increasing this parameter leads to hardening behavior in the micro-switches, and also static deflection is decreased with respect to linear beam theory. The results also indicate that with an increase in the applied voltage, nonlinear strains increase and nonlinear effects caused by radius of curvature will be significant. For instance, when the stiffness parameter is increased from 0 to 10, maximum deflections of the micro-switches for applied voltages of 1V, 2V and 3V decreases about 7.7%, 35.8% and 48.6 %, respectively.Keywords: Phase Shifter Micro-Switches, Local Electrostatic Loads, Curvature Nonlinearity, Static Deflection
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در این پژوهش تغییرشکل استاتیکی و فرکانس طبیعی میکروتیر یکسر درگیر دو لایه تحت تحریک الکترواستاتیک که لایه دوم بخشی از طول لایه اول را می پوشاند مطالعه می شود. این مدل المان بسیاری از میکروسنسورها و میکروسوئچ ها می باشد. ابتدا معادله حرکت غیرخطی با فرض کوتاه شوندگی تارخنثی خمشی با استفاده از اصل هامیلتون استخراج می شود. سپس معادلات دیفرانسیل حاکم بر تغییرشکل استاتیکی و فرکانس ارتعاش آزاد حول موقعیت استاتیکی سیستم، به کمک روش گلرکین با استفاده از سه شکل مود میکروتیر یکسر درگیر به عنوان تابع مقایسه ای حل می شوند. با ثابت نگه داشتن حجم لایه دوم، نحوه تغییرات فرکانس طبیعی و تغییرشکل استاتیکی برای طول و ضخامتهای مختلف از لایه دوم در سه حالت مختلف بررسی شد. در هر سه حالت ابتدا فرض می شود لایه دوم بر روی کل میکروتیر لایه نشانی شده است. در حالت اول یکسر آن درتکیه گاه گیردار ثابت در نظر گرفته، و از سمت دیگر از طول آن کاسته و به ضخامت افزوده می شود. در حالت دوم یکسر آن درانتهای آزاد میکروتیر ثابت درنظر گرفته می شود و از سمت دیگر از طول آن کاسته و به ضخامت افزوده می شود. در حالت سوم از طول لایه دوم از هر دو سمت کاسته و به ضخامت افزوده می شود. همچنین در این تحقیق تغییر رفتار مکانیکی سیستم برای موقعیت های مختلف لایه دوم با فرض ثابت بودن طول وضخامت آن بررسی می شود.
کلید واژگان: تغییرشکل استاتیکی, فرکانس طبیعی, الکترواستاتیک, گلرکین, سیستم میکرو الکترومکانیکالIn this study, the static deflection and natural frequency of an electrostatically excited patch-coated microcantilever beam are analyzed. The proposed model is considered as the main element of many microsensors and microswitches. Firstly, the nonlinear motion equation is extracted by means of Hamilton principle, assuming shortening effect. Secondly, differential equations, governing the static deflection and free vibration equation around the stability point, are solved using Galerkin method and the three mode shapes of a uniform microbeam are employed as the comparison function. By assuming that the volume of deposited layer is constant, the variation of natural frequency and static deflection are examined in three different cases. In any cases, it is presumed that the second layer is initially deposited on the entire length of microbeam. In the first case, one end of coated layer is considered fix at the clamped side of microcantilever, and then its length is decreased from other side, where its thickness is increased. In the second case, one end of coated layer is perceived fix at the free side of microcantilever, and then its length is decreased from other side, where its thickness is escalated. In the third case, the length of second layer is decreased from both of left and right ends, where its thickness is expanded. In addition, the effect due to the change of the second layer position is considered on mechanical behavior of the system.Keywords: Static deflection, Natural frequency, Electrostatic, Galerkin, Micro electromechanical systems (MEMS) -
تشخیص آسیب های ایجاد شده در اعضای ساختمانی از اهمیت بسیار زیادی برخوردار است. در این مقاله، روشی جدید جهت تشخیص آسیب های رخ داده در تیرها، با کمک جابجایی تیر در اثر اعمال بار استاتیکی (خیز)، ارائه شده است. برای این منظور، جابجایی تیر، در اثر اعمال بار استاتیکی تعیین شده و با کمک آزمون فرض آماری، محل آسیب رخ داده در تیر مشخص شده است. گفتنی است که آزمون فرض آماری، جزء روش های مناسب استنباط آماری بوده و می تواند در مورد ادعای مطروحه پیرامون یک قضیه، با بررسی حالات مختلف و محتمل، اظهارنظر نماید. ادعای آماری مورد استفاده در این مقاله، وجود آسیب در یک المان از تیر می باشد که این ادعا تحت عنوان «فرض مقابل یا Alternative Hypothesis» در نظر گرفته می شود. در نهایت جهت بررسی کارایی روش پیشنهادی، سناریوهای خرابی مختلفی مورد بررسی قرار گرفته است. نتایج بدست آمده حاکی از آن است که با روش پیشنهاد شده، می توان محل آسیب در تیر را با دقت بسیار زیادی تعیین نمود. هم چنین نتایج بدست آمده، حاکی از حساسیت بسیار کم روش پیشنهادی به وجود نوفه های اتفاقی می باشد.
کلید واژگان: خیز استاتیکی تیر, روش تشخیص آسیب, خرابی, فرض آماری, آزمون فرض آماریBuilding structures begin to deteriorate once they are built due to harsh environment such as earthquake. To inspect present buildings and bridges following major disastrous events, such as earthquakes and hurricanes is often time-consuming and of high expense. This is also the case in regular operating conditions. Indeed critical members and connections are hidden under cladding and other architectural surface covers. This study aims to propose a novel method for identification of damages occurred in beams based on deflection under static loading. In this paper damage location on a beam is determined using statistical hypothesis testing applied on the deflection of the beam. It is worth mentioning that the statistical hypothesis testing is an appropriate method for statistical inference which can be used to judge a claim concerning an event in regards to different scenarios and possibilities. The statistical claim which would be analyzed is that damage is present among elements of the beam. Deflection of beam as a derivation of stiffness will be utilized here. Hence the basic idea in this study; to locate damages, is behind of calculating the difference between measured and estimated deflection of nodes of each element in both intact and damaged structures. Elements damage can be specified by applying damage index which is defined as D(x). Element’s damages can be judged through the damage index sign in two nodes of every element: The element will be considered damaged if the index is positive for both nodes of middle element or it is positive in only one node of element leading edges of fulcrums.To illustrate the efficiency and robustness of proposed method three different examples are considered. First example is a simple beam with five different scenarios including single and multiple damages. Second example is also presented to show comparison of the proposed method with the study by Abdo [18] and finally third instant is considered for showing reliability of the method in different beam types. For all of the examples, the deflection of damaged beams is recorded via sensors under only one state of static loading and the statistical parameters of the undamaged beams are generated under several static loading. Then by calculation of damage index, we can decide about damage locations. All examples show good performance of the novel method in damage localization. The most important result obtained from these examples is that, the more fine mesh, the better and the more accurate performance of the method. Of course this assertion is more important in the elements leading edges of fulcrums.Further, the performance of this method is demonstrated through damage simulation where the measured data are contaminated with noise and hence to evaluate the stability of the proposed method against various noise levels, scenarios are considered with different such levels.Keywords: static deflection, damage detection method, Damage, statistical hypothesis, statistical hypothesis testing
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