A SIMPLE HYBRID APPROACH ON PREDICTING THE VIBRATION TRANSMISSION OF RIB-STIFFENED PLATES

Size: px
Start display at page:

Download "A SIMPLE HYBRID APPROACH ON PREDICTING THE VIBRATION TRANSMISSION OF RIB-STIFFENED PLATES"

Transcription

1 Lin Ji Marko Jokić Zhenyu Huang Neven Alujević SSN A SMPLE HYBRD APPROACH ON PREDCNG HE VBRAON RANSMSSON OF RB-SFFENED PLAES Summary UDC 534: Accurate redictions of viration transmission of ri-stiffened lates can e quite rolematic in that oth long- and short-wavelength deformations are commonly generated within the same system model. n this case, it is widely acknowledged that hyrid methods which can comine oth the deterministic and statistical modelling techniques are more aroriate than single deterministic or statistical methods. n this aer, a simle hyrid technique, i.e., the so-called mode-ased aroach, is alied to redict the viration transmission of a ri-stiffened late model. he results are then comared with those of the well-estalished hyrid FE/SEA method and the exact modal analysis. t is found that the mode-ased aroach has a etter erformance than the hyrid FE/SEA method regarding oth accuracy and efficiency, although the former is far less generic than the latter at the current stage. Key words: mid-frequency, mode-ased aroach, hyrid FE/SEA method, ri-stiffened late, viration transmission. 1. ntroduction Accurate redictions of viration transmission of ri-stiffened lates can e quite rolematic in that long- and short-wavelength deformations are often generated simultaneously within the same system model. hese rolems are generally defined as the mid-frequency issue [1-2]. t is widely acknowledged [3] that, for the mid-frequency region, instead of a single deterministic method (e.g. the finite element method [4]) or statistical methods (e.g. the statistical energy analysis [5]), hyrid methods are more aroriate, e.g. as those descried in [6-9]. Among the currently existing mid-frequency hyrid methods, one of the mostly develoed and widely alied is the so-called hyrid FE/SEA method [10-12]. he main theoretical ody of the method is so much well develoed that it has een used to generate the mid-frequency module of the commercial software VA-One [13] for viro-acoustic redictions of comlex engineering systems. However, ecause of the way of descriing the susystem interface adoted in the hyrid modelling and the key theoretical assumtion which underins the theoretical develoment, the hyrid FE/SEA method is found to e time- RANSACONS OF FAMENA XXXV-2 (2013) 29

2 L. Ji, M. Jokić, Z. Huang, N. Alujević A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates consuming in the case of a large numer of interface degrees of freedom (DOFs) etween neighouring susystems [9], and also, significant discreancy may e generated etween the hyrid redictions and the measured data [14] if the SEA susystems are of insufficient randomness. n these cases, more efficient and accurate hyrid techniques may e more desirale. With this in mind, in the resent aer another hyrid modelling technique, namely, the mode-ased aroach, which was develoed in [15], is used to redict the viration transmission of a simle ri-stiffened late, as shown in Fig. 1, of which, the eam is assumed to e much stiffer than the late. f an external harmonic force is alied at a articular oint of the eam, the system will exhiit significant mid-frequency viration ehaviour over a large frequency range. he erformance of the mode-ased aroach can then e valued y comaring the results with those from the hyrid FE/SEA method and the exact modal analysis [6, 15]. he aer is organized as follows. First, the main rinciles of the two hyrid modelling techniques are riefly exlained in Section 2, with their major theoretical differences eing discussed. hen in Section 3, a simle ri-stiffened late model with a lineconnection is set u, and the ower transmission of the system model is calculated y oth hyrid techniques and comared to the results from the exact modal analysis. Finally, conclusions are deduced in Section Main theoretical rinciles of the two hyrid modelling techniques n this section, only the main theoretical rinciles of and the major differences etween the two hyrid models are riefly recaitulated. Detailed theoretical derivations and the main results are not given for the revity of the aer, as they can e found very conveniently in Refs. [10] and [15]. Nevertheless, the main theoretical results of the two methods corresonding to a simle eam-late couling model are given so as to enale reading without difficulty. 2.1 Hyrid FE/SEA method n the hyrid FE/SEA method [10], long-wavelength susystems are descried y deterministic FEA models, while the short-wavelength ones are descried y the statistical SEA models. Each individual SEA susystem is further divided into a direct field and a revererant field in that the former accounts for the in-going waves without reflections while the latter for the out-going waves due to the reflections from its oundaries. A diffuse field recirocity relation is then estalished etween the revererant force loading on the deterministic oundaries of the SEA susystem and the energy resonse of the susystem under the assumtion of the non-deterministic oundaries of the susystem eing sufficiently random [11]. his thus allows a statistical relation to e formed etween the dynamic resonse of the FE susystems and the energy resonse of the SEA susystems, uon which the whole set of hyrid FE/SEA equations are uilt-u [12]. t is seen that the key assumtion which underins the hyrid FE/SEA theory is that each SEA susystem needs to e sufficiently random so that the diffuse field recirocity relation can e satisfied. However, there are no exlicit measures on determining the randomness level of a articular susystem. his difficulty can sometimes make the validity range of the hyrid FE/SEA redictions, to a certain degree, amiguous. t is also worth noting that all the interfaces etween susystems (including those etween SEA susystems) are defined as arts of the deterministic models in [10]. When the susystem interfaces contain a large numer of degrees of freedoms (DOFs), e.g. for continuous connections etween the FE and SEA susystems, the matrix size of the 30 RANSACONS OF FAMENA XXXV-2 (2013)

3 A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates L. Ji, M. Jokić, Z. Huang, N. Alujević deterministic model can still e extremely high. n this case, high comutational cost also seems unavoidale [9, 16]. 2.2 Mode-ased method he mode-ased aroach [15] descries susystem comonents in a very similar way to the hyrid FE/SEA theory in that the long-wavelength comonents are descried deterministically while the short-wavelength comonents are aroximated statistically. But in the mode-ased aroach, instead of artitioning each SEA susystem into a direct field and a revererant field, each SEA susystem is simly aroximated as a set of sinusoidal waves with randomly varied hases. Because revious research has shown that the higher ordered mode shaes functions tend to ehave as simle standing waves regardless of the exact oundary conditions and shaes of the structure [17-19], it rovides a solid theoretical foundation to simulate the mode shaes of the short-wavelength receiver as sinusoidal waves. Another significant difference etween the two hyrid techniques is that in the modeased aroach the interfaces etween the long- and short-wavelength susystems are treated aroximately y sets of generalized interface modes [15, 20] rather than as a art of the deterministic model. Previous research reveals that, y choosing the interface mode set roerly, the numer of the interface modes required for a continuous couling interface can e much less than the numer of interface DOFs [20]. herefore, y rojecting the hysical interface DOFs into the sace of generalized interface modes, the size of the generated hyrid model can e dramatically reduced [15, 21]. Desite of the two ovious advantages of the mode-ased aroach over the hyrid FE/SEA method, the former aroach was relatively much less generalized than the latter. 2.3 heoretical alication to a simle ri-stiffened late model n order to demonstrate the alication of the aove resented two hyrid modelling techniques, a simle ri-stiffened late structure, as shown in Fig. 1, is set u in the first instance. A stiff eam (ri) is wholly attached to a flexile late. When external excitations are alied directly onto the eam, the eam-late structure will ossess tyical midfrequency viration ehaviour for a quite large frequency range. n this case, either the hyrid FE/SEA theory or the mode-ased aroach is aroriate to e emloyed to redict the ower transmitted within the system. he relevant equations are given elow Power transmission from the eam to the late ased on the hyrid FE/SEA theory Under the condition of the late susystem eing sufficiently random, a statistical ower alance equation can e set u for the late in the sense of ensemle- and timeaverages [10], as E P. (1) ext, in, n the aove equation, E is the statistical energy resonse of the late, and and, are the daming loss factor of the late and the ower transfer coefficient etween the late ext and the eam, resectively. On the right side of the equation, P in, reresents the ower injected into the late y the external force acting on the eam. hese arameters can e calculated as 2 m 1 ( ) 1*, m, rs tot dir tot n rs D D D D, (2) rs RANSACONS OF FAMENA XXXV-2 (2013) 31

4 L. Ji, M. Jokić, Z. Huang, N. Alujević A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates P 1 1* m D D S D, (3) ext in, dir, rs tot ff tot 2 rs tot dir rs D D D, (4) where, oth r and s are integers, reresenting the degrees of freedom (DOFs) of the eam, ( ) and n and D dir are the modal density and direct field dynamic stiffness matrix of the late, resectively, while D d is the dynamic stiffness matrix of the eam when it is uncouled from the late. he suerscrits and reresent comlex conjugate and matrix transformation, resectively. S in Eq. (3) is the ensemle-averaged cross-sectral matrix of the external excitation force vector f, i.e., where, ff S ff E ff, (5) E reresents ensemle average. Sustituting Eqs. (4)-(5) into Eqs. (2)-(3), then into Eq. (1), the statistical energy resonse of the late E can e determined. hen, y the statistical energy theory descried in [5], the transmitted ower from the eam to the late can e calculated as P E tr, P 1 ext in,, t can e seen clearly from Eq. (4) that the hyrid FE/SEA redicting rocedure can still e quite time-consuming if the eam-late interface contains a large numer of DOFs due to the corresonding large matrix size of D. tot Power transmission from the eam to the late ased on the mode-ased aroach n the mode-ased aroach [15], if the dynamics of the interface etween the source (eam) and the receiver (late) are descried y a set of generalized interface modes k, set of interface modes along the interface x, the corresonding generalized interface forcecoordinates and dislacement coordinates can then oth e written in the matrix forms as 1,k,n e,n f Α Α α Y f, (7) 1,k,n e,n w Α Α Α α Y f. (8) n the aove equations, α and α are oth matrices, whose elements can e determined as x x dx, (9) nk, n, k, V x x dx, (10) mk, m, k, V (6) 32 RANSACONS OF FAMENA XXXV-2 (2013)

5 A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates L. Ji, M. Jokić, Z. Huang, N. Alujević where n, and m, are the mode shae functions of the eam and the late at the local interface locations x and x, resectively, and and reresent transformation matrices which relate the local coordinates of x, x and x with Furthermore, matrices Α and Α are given y,n x x and x x. Α α Y α, (11) Α α Y α. (12),m n the aove two equations, Y,n and Y,m are oth diagonal matrices whose diagonal elements are determined y the corresonding modal recetances of the uncouled susystems Y n, and Y m,, resectively, i.e., Y Y n, m 2 2 n, n, 1 jn, m, m 2 2 m, m, 1 jm, 1 1, (13), (14) where, n, and m, are the n th and the mth natural frequencies of the uncouled source and receiver susystems, resectively, while m n,, n, and m m,, m, are the corresonding modal mass and modal daming loss factors, resectively. Finally, f e,n in Eqs. (7)-(8) is a column vector comosed of the modal forces of the eam. he nth modal force of the eam can e determined as f F x x dx. (15) e e e en, e n, e V For instance, if a unit harmonic force acting at oint of the eam, the corresonding modal force of the eam, y Eq. (15), can e determined as fen, n,, where n, is the nth mode shae function of the eam. he time-averaged ower transmitted from the eam (source) to the late (receiver) can thus e exressed as 1 * Ptr, Re j w, k f, k. (16) 2 k t can e seen clearly from Eqs. (7)-(8) that, y introducing a set of generalized interface modes, the mode-ased aroach can reduce the large interface DOFs into generalized interface coordinates. Meanwhile, y statistically aroximating the receiver as a simle standing wave system, the generated modes are to e easily estimated ased on the wavelength within a susystem, while the natural frequencies are to e estimated from the free wavenumer within the susystem. RANSACONS OF FAMENA XXXV-2 (2013) 33

6 L. Ji, M. Jokić, Z. Huang, N. Alujević A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates 3. Numerical investigations n Fig. 1, a stiff eam is wholly attached to a flexile late with a unit harmonic force acting at the oint ξ of the eam. For simlicity, the eam is assumed to have oth ends free, while the late is assumed to have four edges simly suorted. Moreover, the neutral axis of the eam is assumed to e lying in the mid-lane of the late so that the dynamic effects arising from the longitudinal couling of the system can e taken as relatively very small comared to those of the flexural couling. Consequently, the system viration can e simly treated as involving only flexural wave motions. Firstly, the time-averaged ower transmission from the eam to the late is redicted y the following methods: (1) the exact modal analysis, (2) the mode-ased aroach, and (3) the hyrid FE/SEA method. Comarisons are then made for the three sets of results in terms of oth the accuracy and the comutational cost. j t Fe e w w y y 1 x x 1 Fig. 1 A eam-late model with line-connections For method (1), the modal roerties of oth the (free-free) eam and the (simly suorted thin rectangular) late can e determined y their analytical exressions [18]. his then allows the exact exressions for the frequency resonse functions (FRFs) of the eam and the late to e formed [19]. By means of the dislacement continuity and force equilirium conditions along the interface, the whole resonse of the system model can then e redicted in an exact manner. For methods (2) and (3), the relevant equations used in the calculations have een rovided in Susections and 2.3.2, resectively. Moreover, during the calculations of Methods (1) and (3), the line interface etween the eam and the late is simulated y uniformly distriuted oints which are uniformly saced at no more than a quarter wavelength (of the late) aart along the couling line. However, in Method (2), the line interface is reresented y using the first 20 ending modes of the free-free eam to form the sace of the generalized interface modes, while the mode shae functions of the late are simulated as doule sinusoidal functions ut with aritrary random hases. Here it should e noted that, ecause the hyrid FE/SEA equations were derived in the sense of ensemle averages [10], frequency averages need to e taken from the results of the mode-ased aroach and those of the exact method in order to comare the three sets of results roerly. he andwidth emloyed here for the frequency average is 20Hz. 3.1 Model descrition n Fig. 1, for simlicity, the eam is assumed to have oth ends free, while the late is assumed to have four edges simly suorted. Also, the calculation rocedure only involves the ending motions of the system. he system material roerties are given in ale 1 and the dimensional sizes of the eam and the late as well as their interface locations are listed in ale RANSACONS OF FAMENA XXXV-2 (2013)

7 A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates L. Ji, M. Jokić, Z. Huang, N. Alujević he frequency range of interest is u to 1000 Hz, which comoses aout 6 ending modes of the eam, and 285 and 115 ending modes for the lates with the late thickness of 2 mm and 5 mm, resectively. Oviously, all the three couling cases involved ossess tyical mid-frequency viration ehaviour for a large art of the frequency range of interest. 3.2 Numerical results he statistical ower transmission from the eam to the late calculated y the two hyrid techniques and the exact analytical theory are comared in Figs. 2-3, corresonding to the two couling cases of / 4, 37 and / 2, 76, resectively. n the figures, the real lines are given y the exact modal analysis, and the dotted lines corresond to the results of the mode-ased aroach, while the dashed lines are calculated y the hyrid FE/SEA method. t is seen that most of the significant eaks and troughs of the accurate resonse (real line) of the system have een well-catured y the hyrid solution (the dashed line) in Fig. 2, ut in Fig. 3, the agreement etween the real and the dash lines can e oserved as generally oor. t is thus shown clearly that the redicting accuracy of the hyrid FE/SEA method is much etter in Fig. 2 than in Fig. 3. his is ecause the late in Fig. 2 is much more flexile than that used in Fig. 3, and consequently, the late in Fig. 2 is more ale to meet the sufficient randomness condition than the one in Fig. 3. herefore, one can deduce that, to aly the hyrid FE/SEA theory successfully to ri-stiffened late systems, a late comonent with sufficient randomness is essential. However, comaring the redictions of the mode-ased aroach (dotted line) and the exact solutions (real lines) in oth Fig. 2 and Fig. 3, it can e seen that the mode-ased aroach can make a fairly good rediction of the transmitted ower even for the relatively lower frequency range. For instance, a good agreement etween the dotted and the real lines can e oserved in Fig. 3 from a frequency region lower than 200Hz, where the hyrid FE/SEA solution nearly loses its validity comletely. t is thus clearly revealed that the modeased aroach has a much etter accuracy than the hyrid FE/SEA method, esecially for the frequency region where the late randomness level is generally low. his can e reasonaly exlained in the way that the simle standing-wave aroximation used in the mode-ased aroach for the flexile late susystem is relatively much easier to e sustained than the sufficient randomness assumtion used in the hyrid FE/SEA theory. As a result, the alication condition of the mode-ased aroach can e relatively much more relaxed than that of the hyrid FE/SEA method. Moreover, when calculating the data in Fig. 2, the comutational cost of the modeased aroach (0,4721 min) was found only aout 50% of that of the hyrid FE/SEA method (0,9534 min), and 8% of the exact method (5,6167 mins). But this time-saving advantage of the mode-ased aroach ecomes weaker when the late gets stiffer. When calculating the data in Fig. 3, for instance, the time taken y the mode-ased aroach, the hyrid FE/SEA method and the exact solution are 0,1529 min, 0,2813 min and 1,2068 mins, resectively. n this case, the comutational cost of the mode-ased aroach ecomes 55% and 13% of those of the hyrid FE/SEA method and the exact technique, resectively. One can thus deduce that the mode-ased aroach ecomes more accurate and more efficient as the late wavelengths ecome shorter. ale 1 Material roerties of the eam/late model in Fig. 1 Young s modulus, Poisson s ratio Loss factor Density, kg m -3 GPa 210 0,3 0, RANSACONS OF FAMENA XXXV-2 (2013) 35

8 L. Ji, M. Jokić, Z. Huang, N. Alujević A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates ale 2 Dimensions of the eam-late model and the excitation location on the eam Structure Beam Plates Dimensions, m Length L 2, 0, Length: L x 2, 0, Width: L y 0, 9, Width t 0, 030, hickness: h 0, 002, h 0, 005 Height h 0, 040. x 0, Excitation, m 0, 73 Wavenumer ratio / 4, 37, / 2, Discussion of the results he good agreements in Figs. 2-3 etween the mode-ased aroach and the exact modal analysis illustrate clearly that the mode-ased aroach can rovide very efficient redictions of the ower transmission of ri-stiffened late systems, esecially when the modal density of the late is not high enough so that a sufficient randomness condition cannot e well-satisfied. Comaring with the hyrid FE/SEA solutions in Figs. 2-3, the mode-ased aroach also shows a much etter erformance not only regarding accuracy ut also efficiency. Although the comarisons are only made for the simlest eam-late models, the results show that the mode-ased aroach has a great otential to e a good sulement to the existing hyrid modelling techniques. Fig. 2 ransmitted ower from the eam to the late when the late thickness is 2 mm 36 RANSACONS OF FAMENA XXXV-2 (2013)

9 A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates L. Ji, M. Jokić, Z. Huang, N. Alujević Fig. 3 ransmitted ower from the eam to the late when the late thickness is 5 mm 4. Concluding remarks n this aer, a simle hyrid technique, the so-called mode-ased aroach, is alied to redict the viration transmission of a ri-stiffened late model. he results are then comared with those of the well-estalished hyrid FE/SEA method and the exact modal analysis. t is found that the mode-ased aroach has a much etter erformance than the hyrid FE/SEA method regarding oth accuracy and efficiency. Having said this, however, the mode-ased aroach is far less generic than the hyrid FE/SEA method as the latter has een widely alied to many comlex uilt-u systems in ractical engineering [13]. Desite this fact, the derivation rocedure in [15] has shown that the mode-ased aroach can e extended to generic comlex uilt-u systems with significant local dynamic mismatches in a quite straightforward way. Further research on generalizing the mode-ased aroach is underway. Acknowledgments he authors gratefully acknowledge the financial suort of the Ministry of Science and echnology, China, and the Ministry of Science and echnology, Croatia. REFERENCES [1] C. Soize. A model and numerical method in the medium frequency range for viroacoustic redictions using the theory of structural fuzzy. Journal of the Acoustical Society of America, 94 (1993), [2] W. Desmet. Mid-frequency viro-acoustic modeling: challenges and otential solutions, Proceedings of SMA, 2002, 2: [3] R. Langley. Recent Advances and Remaining Challenges in the Statistical Energy Analysis of Dynamic Systems. 7th Euroean Conference on Structural Dynamics, Southamton, UK, [4] M. Petyt. ntroduction to Finite Element Viration Analysis. Camridge: Camridge University Press, [5] R. H. Lyon, R. G. DeJong. heory and alication of statistical energy analysis. Boston: Butterworth- Heinemann, RANSACONS OF FAMENA XXXV-2 (2013) 37

10 L. Ji, M. Jokić, Z. Huang, N. Alujević A Simle Hyrid Aroach on Predicting the Viration ransmission of Ri-Stiffened Plates [6] R. M. Grice, R. J. Pinnington. A method for the viration analysis of uilt-u structures, art : analysis of the late-stiffened eam using a comination of finite element analysis and analytical imedance. Journal of Sound and Viration, 230 (2000), [7] S. B. Hong, A. Wang, N. Vlahooulos. A hyrid finite element formulation for a eam-late system. Journal of Sound and Viration, 298 (2006), [8] M. Viktorovitch and A. Pratellesi. A hyrid mid-frequency formulation for viro-acoustic redictions. Noise Control Engineering Journal, 56 (2008), [9] K. Vergote, B. V. Genechten, D. Vandeitte, W. Desmet. On the analysis of viro-acoustic systems in the mid-frequency range using a hyrid deterministic-statistical aroach. Comuters and Structures, 89 (2011), [10] P. J. Shorter, R. S. Langley. Viro-acoustic analysis of comlex systems. Journal of Sound and Viration, 288 (2005), [11] P. J. Shorter, R. S. Langley. On the recirocity relationshi etween direct field radiation and diffuse revererant loading. Journal of the Acoustical Society of America, 117 (2005), [12] V. Cotoni, P. Shorter, R. S. Langley. Numerical and exerimental validation of a hyrid finite elementstatistical energy analysis method. Journal of the Acoustical Society of America, 122 (2007), [13] VA-One User s Guide. ES Grou, the Virtual ry-out Sace Comany, [14] R. S. Langley, V. Cotoni. Prediction of the ensemle mean and variance of the resonse of uncertain structures using the hyrid FE/SEA method. Proceedings of SMA 2006, , Belgium. [15] L. Ji, B. R. Mace, R. J. Pinnington. A mode-ased aroach for the mid-frequency viration analysis of couled long- and short-wavelength structures. Journal of Sound and Viration, 289 (2006), [16] A. Peiffer. Comarison of the comutational exense of hyrid FE/SEA and FEM calculation. Proceedings of Noise and Viration: Emerging Methods (NOVEM), Nales: University of Nales, [17] E. Skudrzyk. Virations of a system with a finite or an infinite numer of resonances. Journal of Acoustical Society of America, 30 (1958) [18] A. W. Leissa. he free viration of rectangular lates. Journal of Sound and Viration, 31 (1973), [19] L. Cremer, M. Heckl, E. E. Ungar. Structural-orne Sound. Berlin: Sringer-Verlag, [20] E. Balmes. Use of generalized interface degrees of freedom in comonent mode synthesis. Proceedings of the nternational Modal Analysis Conference, 1996, 1: [21] L. Ji, B. R. Mace. An interface decomosition technique on reducing the size of conventional Comonent Mode Synthesis (CMS) models, Advances in Viration Engineering, 11 (2012), Sumitted: Acceted: Lin Ji School of Mechanical Engineering, Shandong University, Jinan, , China Marko Jokić Faculty of Mechanical Engineering and Naval Architecture, University of Zagre, vana Lučića 5, Zagre, Croatia Zhenyu Huang School of Electronic, nformation and Electrical Engineering, Shanghai Jiao ong University, Shanghai, , China Neven Alujević Production Engineering, Machine Design and Automation (PMA) Section, KU Leuven, Celestijnenlaan ox 2420, 3001 Heverlee, Belgium 38 RANSACONS OF FAMENA XXXV-2 (2013)

Damage Identification from Power Spectrum Density Transmissibility

Damage Identification from Power Spectrum Density Transmissibility 6th Euroean Worksho on Structural Health Monitoring - h.3.d.3 More info about this article: htt://www.ndt.net/?id=14083 Damage Identification from Power Sectrum Density ransmissibility Y. ZHOU, R. PERERA

More information

VIBRATION ANALYSIS OF BEAMS WITH MULTIPLE CONSTRAINED LAYER DAMPING PATCHES

VIBRATION ANALYSIS OF BEAMS WITH MULTIPLE CONSTRAINED LAYER DAMPING PATCHES Journal of Sound and Vibration (998) 22(5), 78 85 VIBRATION ANALYSIS OF BEAMS WITH MULTIPLE CONSTRAINED LAYER DAMPING PATCHES Acoustics and Dynamics Laboratory, Deartment of Mechanical Engineering, The

More information

Section 4: Electromagnetic Waves 2

Section 4: Electromagnetic Waves 2 Frequency deendence and dielectric constant Section 4: Electromagnetic Waves We now consider frequency deendence of electromagnetic waves roagating in a dielectric medium. As efore we suose that the medium

More information

Efficient Approximations for Call Admission Control Performance Evaluations in Multi-Service Networks

Efficient Approximations for Call Admission Control Performance Evaluations in Multi-Service Networks Efficient Aroximations for Call Admission Control Performance Evaluations in Multi-Service Networks Emre A. Yavuz, and Victor C. M. Leung Deartment of Electrical and Comuter Engineering The University

More information

Comparative study on different walking load models

Comparative study on different walking load models Comarative study on different walking load models *Jining Wang 1) and Jun Chen ) 1), ) Deartment of Structural Engineering, Tongji University, Shanghai, China 1) 1510157@tongji.edu.cn ABSTRACT Since the

More information

Implementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis

Implementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis CST0 191 October, 011, Krabi Imlementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis Chakrit Suvanjumrat and Ekachai Chaichanasiri* Deartment of Mechanical Engineering, Faculty

More information

Study on Characteristics of Sound Absorption of Underwater Visco-elastic Coated Compound Structures

Study on Characteristics of Sound Absorption of Underwater Visco-elastic Coated Compound Structures Vol. 3, No. Modern Alied Science Study on Characteristics of Sound Absortion of Underwater Visco-elastic Coated Comound Structures Zhihong Liu & Meiing Sheng College of Marine Northwestern Polytechnical

More information

Characteristics of Beam-Based Flexure Modules

Characteristics of Beam-Based Flexure Modules Shorya Awtar e-mail: shorya@mit.edu Alexander H. Slocum e-mail: slocum@mit.edu Precision Engineering Research Grou, Massachusetts Institute of Technology, Cambridge, MA 039 Edi Sevincer Omega Advanced

More information

726. The analysis of a composite beam with piezoelectric actuator based on the approximate method

726. The analysis of a composite beam with piezoelectric actuator based on the approximate method 76. The analysis of a comosite eam with iezoelectric actuator ased on the aroximate method Andrzej Buchacz, Marek Płaczek The Silesian University of Technology, Faculty of Mechanical ngineering Institute

More information

Prediction of the Excitation Force Based on the Dynamic Analysis for Flexible Model of a Powertrain

Prediction of the Excitation Force Based on the Dynamic Analysis for Flexible Model of a Powertrain Prediction of the Excitation Force Based on the Dynamic Analysis for Flexible Model of a Powertrain Y.S. Kim, S.J. Kim, M.G. Song and S.K. ee Inha University, Mechanical Engineering, 53 Yonghyun Dong,

More information

A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE

A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE THE 19 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE K.W. Gan*, M.R. Wisnom, S.R. Hallett, G. Allegri Advanced Comosites

More information

Planar Vector Equations in Engineering*

Planar Vector Equations in Engineering* Int. J. Engng Ed. Vol., No.,. 40±406, 006 0949-149X/91 $3.00+0.00 Printed in Great Britain. # 006 TEMPUS Pulications. Planar Vector Equations in Engineering* H. R. MOHAMMADI DANIALI Deartment of Mechanical

More information

INVESTIGATION OF CRACK OPENING IN ISOTROPIC STRAIN HARDENING MATERIAL

INVESTIGATION OF CRACK OPENING IN ISOTROPIC STRAIN HARDENING MATERIAL INVESTIGATION OF CRACK OPENING IN ISOTROPIC STRAIN HARDENING MATERIAL D. Pustaic ), M. Lovrenic-Jugovic ), H. Wolf ) ) University of Zagre, Faculty of Mechanical Engineering and Naval Architecture, Ivana

More information

Chapter 2 Introductory Concepts of Wave Propagation Analysis in Structures

Chapter 2 Introductory Concepts of Wave Propagation Analysis in Structures Chater 2 Introductory Concets of Wave Proagation Analysis in Structures Wave roagation is a transient dynamic henomenon resulting from short duration loading. Such transient loadings have high frequency

More information

Calculation of eigenvalue and eigenvector derivatives with the improved Kron s substructuring method

Calculation of eigenvalue and eigenvector derivatives with the improved Kron s substructuring method Structural Engineering and Mechanics, Vol. 36, No. 1 (21) 37-55 37 Calculation of eigenvalue and eigenvector derivatives with the imroved Kron s substructuring method *Yong Xia 1, Shun Weng 1a, You-Lin

More information

Radial Basis Function Networks: Algorithms

Radial Basis Function Networks: Algorithms Radial Basis Function Networks: Algorithms Introduction to Neural Networks : Lecture 13 John A. Bullinaria, 2004 1. The RBF Maing 2. The RBF Network Architecture 3. Comutational Power of RBF Networks 4.

More information

Design of Isolated Bridges from the Viewpoint of Collapse under Extreme Earthquakes

Design of Isolated Bridges from the Viewpoint of Collapse under Extreme Earthquakes Design of Isolated Bridges from the Viewoint of Collase under Extreme Earthquakes D.W. Chang, Y.T. Lin, C.H. Peng, C.Y. Liou CECI Engineering Consultants, Inc., Taiwan T.Y. Lee National Central University,

More information

Keywords: pile, liquefaction, lateral spreading, analysis ABSTRACT

Keywords: pile, liquefaction, lateral spreading, analysis ABSTRACT Key arameters in seudo-static analysis of iles in liquefying sand Misko Cubrinovski Deartment of Civil Engineering, University of Canterbury, Christchurch 814, New Zealand Keywords: ile, liquefaction,

More information

ME scope Application Note 16

ME scope Application Note 16 ME scoe Alication Note 16 Integration & Differentiation of FFs and Mode Shaes NOTE: The stes used in this Alication Note can be dulicated using any Package that includes the VES-36 Advanced Signal Processing

More information

Highly improved convergence of the coupled-wave method for TM polarization

Highly improved convergence of the coupled-wave method for TM polarization . Lalanne and G. M. Morris Vol. 13, No. 4/Aril 1996/J. Ot. Soc. Am. A 779 Highly imroved convergence of the couled-wave method for TM olarization hilie Lalanne Institut d Otique Théorique et Aliquée, Centre

More information

4. Score normalization technical details We now discuss the technical details of the score normalization method.

4. Score normalization technical details We now discuss the technical details of the score normalization method. SMT SCORING SYSTEM This document describes the scoring system for the Stanford Math Tournament We begin by giving an overview of the changes to scoring and a non-technical descrition of the scoring rules

More information

A Numerical Method for Critical Buckling Load for a Beam Supported on Elastic Foundation

A Numerical Method for Critical Buckling Load for a Beam Supported on Elastic Foundation A Numerical Method for Critical Buckling Load for a Beam Suorted on Elastic Foundation Guo-ing Xia Institute of Bridge Engineering, Dalian University of Technology, Dalian, Liaoning Province, P. R. China

More information

KEY ISSUES IN THE ANALYSIS OF PILES IN LIQUEFYING SOILS

KEY ISSUES IN THE ANALYSIS OF PILES IN LIQUEFYING SOILS 4 th International Conference on Earthquake Geotechnical Engineering June 2-28, 27 KEY ISSUES IN THE ANALYSIS OF PILES IN LIQUEFYING SOILS Misko CUBRINOVSKI 1, Hayden BOWEN 1 ABSTRACT Two methods for analysis

More information

A. G. Falkowski Chrysler Corporation, Detroit, Michigan 48227

A. G. Falkowski Chrysler Corporation, Detroit, Michigan 48227 Three-ass mufflers with uniform erforations A. Selamet V. Easwaran The Ohio State University, Deartment of Mechanical Engineering Center for Automotive Research, 06 West 18th Avenue, Columbus, Ohio 4310

More information

VIBRATIONS OF SHALLOW SPHERICAL SHELLS AND GONGS: A COMPARATIVE STUDY

VIBRATIONS OF SHALLOW SPHERICAL SHELLS AND GONGS: A COMPARATIVE STUDY VIBRATIONS OF SHALLOW SPHERICAL SHELLS AND GONGS: A COMPARATIVE STUDY PACS REFERENCE: 43.75.Kk Antoine CHAIGNE ; Mathieu FONTAINE ; Olivier THOMAS ; Michel FERRE ; Cyril TOUZE UER de Mécanique, ENSTA Chemin

More information

Study on a Ship with 6 Degrees of Freedom Inertial Measurement System and Related Technologies

Study on a Ship with 6 Degrees of Freedom Inertial Measurement System and Related Technologies Oen Access Library Journal Study on a Shi with 6 Degrees of Freedom Inertial Measurement System and Related echnologies Jianhui Lu,, Yachao Li, Shaonan Chen, Yunxia Wu Shandong rovince Key Laboratory of

More information

Isogeometric analysis based on scaled boundary finite element method

Isogeometric analysis based on scaled boundary finite element method IOP Conference Series: Materials Science and Engineering Isogeometric analysis based on scaled boundary finite element method To cite this article: Y Zhang et al IOP Conf. Ser.: Mater. Sci. Eng. 37 View

More information

State Estimation with ARMarkov Models

State Estimation with ARMarkov Models Deartment of Mechanical and Aerosace Engineering Technical Reort No. 3046, October 1998. Princeton University, Princeton, NJ. State Estimation with ARMarkov Models Ryoung K. Lim 1 Columbia University,

More information

dn i where we have used the Gibbs equation for the Gibbs energy and the definition of chemical potential

dn i where we have used the Gibbs equation for the Gibbs energy and the definition of chemical potential Chem 467 Sulement to Lectures 33 Phase Equilibrium Chemical Potential Revisited We introduced the chemical otential as the conjugate variable to amount. Briefly reviewing, the total Gibbs energy of a system

More information

POWER DENSITY OPTIMIZATION OF AN ARRAY OF PIEZOELECTRIC HARVESTERS USING A GENETIC ALGORITHM

POWER DENSITY OPTIMIZATION OF AN ARRAY OF PIEZOELECTRIC HARVESTERS USING A GENETIC ALGORITHM International Worksho SMART MATERIALS, STRUCTURES & NDT in AEROSPACE Conference NDT in Canada 11-4 November 11, Montreal, Quebec, Canada POWER DENSITY OPTIMIZATION OF AN ARRAY OF PIEZOELECTRIC HARVESTERS

More information

A PIEZOELECTRIC BERNOULLI-EULER BEAM THEORY CONSIDERING MODERATELY CONDUCTIVE AND INDUCTIVE ELECTRODES

A PIEZOELECTRIC BERNOULLI-EULER BEAM THEORY CONSIDERING MODERATELY CONDUCTIVE AND INDUCTIVE ELECTRODES Proceedings of the 6th International Conference on Mechanics and Materials in Design, Editors: J.F. Silva Gomes & S.A. Meguid, P.Delgada/Aores, 26-30 July 2015 PAPER REF: 5513 A PIEZOELECTRIC BERNOULLI-EULER

More information

Effect of Wall Flexibility on Dynamic Response of Concrete Rectangular Liquid Storage Tanks under Horizontal and Vertical Ground Motions

Effect of Wall Flexibility on Dynamic Response of Concrete Rectangular Liquid Storage Tanks under Horizontal and Vertical Ground Motions Effect of Wall Flexibility on Dynamic Resonse of Concrete Rectangular Liquid Storage Tanks under Horizontal and Vertical Ground Motions A. R. Ghaemmaghami 1 and M. R. Kianoush 2 Abstract: In this study,

More information

y p 2 p 1 y p Flexible System p 2 y p2 p1 y p u, y 1 -u, y 2 Component Breakdown z 1 w 1 1 y p 1 P 1 P 2 w 2 z 2

y p 2 p 1 y p Flexible System p 2 y p2 p1 y p u, y 1 -u, y 2 Component Breakdown z 1 w 1 1 y p 1 P 1 P 2 w 2 z 2 ROBUSTNESS OF FLEXIBLE SYSTEMS WITH COMPONENT-LEVEL UNCERTAINTIES Peiman G. Maghami Λ NASA Langley Research Center, Hamton, VA 368 Robustness of flexible systems in the resence of model uncertainties at

More information

The directivity of the forced radiation of sound from panels and openings including the shadow zone

The directivity of the forced radiation of sound from panels and openings including the shadow zone The directivity of the forced radiation of sound from anels and oenings including the shadow zone J. Davy RMIT University, Alied Physics, GPO Box 476V, 3001 Melbourne, Victoria, Australia john.davy@rmit.edu.au

More information

Numerical Modeling of Combined Heat and Mass Transfer in an Adsorbent Bed with Rectangular Fins

Numerical Modeling of Combined Heat and Mass Transfer in an Adsorbent Bed with Rectangular Fins ICMEAT-88 Numerical Modeling of Comined Heat and Mass Transfer in an Adsorent Bed with Rectangular Fins Hoda Taleian, Hamid Niazmand, Mahdi Mahdavikhah Graduate Student, Ferdowsi university of Mashhad;

More information

On the relationship between sound intensity and wave impedance

On the relationship between sound intensity and wave impedance Buenos Aires 5 to 9 Setember, 16 Acoustics for the 1 st Century PROCEEDINGS of the nd International Congress on Acoustics Sound Intensity and Inverse Methods in Acoustics: Paer ICA16-198 On the relationshi

More information

Uncorrelated Multilinear Principal Component Analysis for Unsupervised Multilinear Subspace Learning

Uncorrelated Multilinear Principal Component Analysis for Unsupervised Multilinear Subspace Learning TNN-2009-P-1186.R2 1 Uncorrelated Multilinear Princial Comonent Analysis for Unsuervised Multilinear Subsace Learning Haiing Lu, K. N. Plataniotis and A. N. Venetsanooulos The Edward S. Rogers Sr. Deartment

More information

Code_Aster. Connection Harlequin 3D Beam

Code_Aster. Connection Harlequin 3D Beam Titre : Raccord Arlequin 3D Poutre Date : 24/07/2014 Page : 1/9 Connection Harlequin 3D Beam Summary: This document exlains the method Harlequin develoed in Code_Aster to connect a modeling continuous

More information

Modified Quasi-Static, Elastic-Plastic Analysis for Blast Walls with Partially Fixed Support

Modified Quasi-Static, Elastic-Plastic Analysis for Blast Walls with Partially Fixed Support Article Modified Quasi-Static, Elastic-Plastic Analysis for Blast Walls with Partially Fixed Suort Pattamad Panedojaman Deartment of Civil Engineering, Faculty of Engineering, Prince of Songkla University,

More information

HASSE INVARIANTS FOR THE CLAUSEN ELLIPTIC CURVES

HASSE INVARIANTS FOR THE CLAUSEN ELLIPTIC CURVES HASSE INVARIANTS FOR THE CLAUSEN ELLIPTIC CURVES AHMAD EL-GUINDY AND KEN ONO Astract. Gauss s F x hyergeometric function gives eriods of ellitic curves in Legendre normal form. Certain truncations of this

More information

EVALUATION OF THE THEORETICAL ERROR FOR THE LIGHTNING PEAK CURRENT AS MEASURED BY LIGHTNING LOCATION SYSTEMS

EVALUATION OF THE THEORETICAL ERROR FOR THE LIGHTNING PEAK CURRENT AS MEASURED BY LIGHTNING LOCATION SYSTEMS X nternational Symosium on Lightning Protection 6 th -30 th Novemer 007 Foz do guaçu, razil EVALUATON OF THE THEORETCAL ERROR FOR THE LGHTNNG PEAK CURRENT AS MEASURE Y LGHTNNG LOCATON SYSTEMS Cinzia Rovelli

More information

Metrics Performance Evaluation: Application to Face Recognition

Metrics Performance Evaluation: Application to Face Recognition Metrics Performance Evaluation: Alication to Face Recognition Naser Zaeri, Abeer AlSadeq, and Abdallah Cherri Electrical Engineering Det., Kuwait University, P.O. Box 5969, Safat 6, Kuwait {zaery, abeer,

More information

A Bound on the Error of Cross Validation Using the Approximation and Estimation Rates, with Consequences for the Training-Test Split

A Bound on the Error of Cross Validation Using the Approximation and Estimation Rates, with Consequences for the Training-Test Split A Bound on the Error of Cross Validation Using the Aroximation and Estimation Rates, with Consequences for the Training-Test Slit Michael Kearns AT&T Bell Laboratories Murray Hill, NJ 7974 mkearns@research.att.com

More information

Estimating Laterally Loaded Pile Response

Estimating Laterally Loaded Pile Response Estimating Laterally Loaded Pile Resonse C. Y. Lee, PhD Deartment of Civil Engineering College of Engineering Universiti Tenaga Nasional ABSTRACT A simlified and ractical aroach for estimating the laterally

More information

Nonlinear Static Analysis of Cable Net Structures by Using Newton-Raphson Method

Nonlinear Static Analysis of Cable Net Structures by Using Newton-Raphson Method Nonlinear Static Analysis of Cable Net Structures by Using Newton-Rahson Method Sayed Mahdi Hazheer Deartment of Civil Engineering University Selangor (UNISEL) Selangor, Malaysia hazheer.ma@gmail.com Abstract

More information

Identification of the source of the thermoelastic response from orthotropic laminated composites

Identification of the source of the thermoelastic response from orthotropic laminated composites Identification of the source of the thermoelastic resonse from orthotroic laminated comosites S. Sambasivam, S. Quinn and J.M. Dulieu-Barton School of Engineering Sciences, University of Southamton, Highfield,

More information

Paper C Exact Volume Balance Versus Exact Mass Balance in Compositional Reservoir Simulation

Paper C Exact Volume Balance Versus Exact Mass Balance in Compositional Reservoir Simulation Paer C Exact Volume Balance Versus Exact Mass Balance in Comositional Reservoir Simulation Submitted to Comutational Geosciences, December 2005. Exact Volume Balance Versus Exact Mass Balance in Comositional

More information

A-optimal diallel crosses for test versus control comparisons. Summary. 1. Introduction

A-optimal diallel crosses for test versus control comparisons. Summary. 1. Introduction A-otimal diallel crosses for test versus control comarisons By ASHISH DAS Indian Statistical Institute, New Delhi 110 016, India SUDHIR GUPTA Northern Illinois University, Dekal, IL 60115, USA and SANPEI

More information

A reciprocity relationship for random diffuse fields in acoustics and structures with application to the analysis of uncertain systems.

A reciprocity relationship for random diffuse fields in acoustics and structures with application to the analysis of uncertain systems. A reciprocity relationship for random diffuse fields in acoustics and structures with application to the analysis of uncertain systems Robin Langley Example 1: Acoustic loads on satellites Arianne 5 Launch

More information

Hidden Predictors: A Factor Analysis Primer

Hidden Predictors: A Factor Analysis Primer Hidden Predictors: A Factor Analysis Primer Ryan C Sanchez Western Washington University Factor Analysis is a owerful statistical method in the modern research sychologist s toolbag When used roerly, factor

More information

Time Domain Calculation of Vortex Induced Vibration of Long-Span Bridges by Using a Reduced-order Modeling Technique

Time Domain Calculation of Vortex Induced Vibration of Long-Span Bridges by Using a Reduced-order Modeling Technique 2017 2nd International Conference on Industrial Aerodynamics (ICIA 2017) ISBN: 978-1-60595-481-3 Time Domain Calculation of Vortex Induced Vibration of Long-San Bridges by Using a Reduced-order Modeling

More information

Journal of System Design and Dynamics

Journal of System Design and Dynamics Vol. 5, No. 6, Effects of Stable Nonlinear Normal Modes on Self-Synchronized Phenomena* Hiroki MORI**, Takuo NAGAMINE**, Yukihiro AKAMATSU** and Yuichi SATO** ** Deartment of Mechanical Engineering, Saitama

More information

Session 5: Review of Classical Astrodynamics

Session 5: Review of Classical Astrodynamics Session 5: Review of Classical Astrodynamics In revious lectures we described in detail the rocess to find the otimal secific imulse for a articular situation. Among the mission requirements that serve

More information

VISCOELASTIC PROPERTIES OF INHOMOGENEOUS NANOCOMPOSITES

VISCOELASTIC PROPERTIES OF INHOMOGENEOUS NANOCOMPOSITES VISCOELASTIC PROPERTIES OF INHOMOGENEOUS NANOCOMPOSITES V. V. Novikov ), K.W. Wojciechowski ) ) Odessa National Polytechnical University, Shevchenko Prosekt, 6544 Odessa, Ukraine; e-mail: novikov@te.net.ua

More information

Lower bound solutions for bearing capacity of jointed rock

Lower bound solutions for bearing capacity of jointed rock Comuters and Geotechnics 31 (2004) 23 36 www.elsevier.com/locate/comgeo Lower bound solutions for bearing caacity of jointed rock D.J. Sutcliffe a, H.S. Yu b, *, S.W. Sloan c a Deartment of Civil, Surveying

More information

ACOUSTIC PREDICTIONS IN OFFSHORE PLATFORMS

ACOUSTIC PREDICTIONS IN OFFSHORE PLATFORMS ACOUSTIC PREDICTIONS IN OFFSHORE PLATFORMS Luiz Antonio Vaz Pinto Deartamento de Engenharia Naval & Oceânica Escola Politécnica UFRJ Centro de Tecnologia Sala C-03 vaz@eno.coe.ufrj.br Frederico Novaes

More information

CREEP AND SHRINKAGE EFFECT ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLAB-AND-BEAM STRUCTURES

CREEP AND SHRINKAGE EFFECT ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLAB-AND-BEAM STRUCTURES ECCM 99 Euroean Conference on Comutational Mechanics August 31 Setember 3 München, Germany CREEP AND SHRINKAGE EFFECT ON THE DYNAMIC ANALYSIS OF REINFORCED CONCRETE SLABANDBEAM STRUCTURES Evangelos J.

More information

Chapter 6: Sound Wave Equation

Chapter 6: Sound Wave Equation Lecture notes on OPAC0- ntroduction to Acoustics Dr. Eser OLĞAR, 08 Chater 6: Sound Wave Equation. Sound Waves in a medium the wave equation Just like the eriodic motion of the simle harmonic oscillator,

More information

Extension of Karamata inequality for generalized inverse trigonometric functions

Extension of Karamata inequality for generalized inverse trigonometric functions Stud. Univ. Baeş-Bolyai Math. 60205, No., 79 8 Extension of Karamata ineuality for generalized inverse trigonometric functions Árád Baricz and Tior K. Pogány Astract. Discussing Ramanujan s Question 29,

More information

A PEAK FACTOR FOR PREDICTING NON-GAUSSIAN PEAK RESULTANT RESPONSE OF WIND-EXCITED TALL BUILDINGS

A PEAK FACTOR FOR PREDICTING NON-GAUSSIAN PEAK RESULTANT RESPONSE OF WIND-EXCITED TALL BUILDINGS The Seventh Asia-Pacific Conference on Wind Engineering, November 8-1, 009, Taiei, Taiwan A PEAK FACTOR FOR PREDICTING NON-GAUSSIAN PEAK RESULTANT RESPONSE OF WIND-EXCITED TALL BUILDINGS M.F. Huang 1,

More information

Impact Damage Detection in Composites using Nonlinear Vibro-Acoustic Wave Modulations and Cointegration Analysis

Impact Damage Detection in Composites using Nonlinear Vibro-Acoustic Wave Modulations and Cointegration Analysis 11th Euroean Conference on Non-Destructive esting (ECND 214), October 6-1, 214, Prague, Czech Reublic More Info at Oen Access Database www.ndt.net/?id=16448 Imact Damage Detection in Comosites using Nonlinear

More information

2-D Analysis for Iterative Learning Controller for Discrete-Time Systems With Variable Initial Conditions Yong FANG 1, and Tommy W. S.

2-D Analysis for Iterative Learning Controller for Discrete-Time Systems With Variable Initial Conditions Yong FANG 1, and Tommy W. S. -D Analysis for Iterative Learning Controller for Discrete-ime Systems With Variable Initial Conditions Yong FANG, and ommy W. S. Chow Abstract In this aer, an iterative learning controller alying to linear

More information

Combining Logistic Regression with Kriging for Mapping the Risk of Occurrence of Unexploded Ordnance (UXO)

Combining Logistic Regression with Kriging for Mapping the Risk of Occurrence of Unexploded Ordnance (UXO) Combining Logistic Regression with Kriging for Maing the Risk of Occurrence of Unexloded Ordnance (UXO) H. Saito (), P. Goovaerts (), S. A. McKenna (2) Environmental and Water Resources Engineering, Deartment

More information

THE 3-DOF helicopter system is a benchmark laboratory

THE 3-DOF helicopter system is a benchmark laboratory Vol:8, No:8, 14 LQR Based PID Controller Design for 3-DOF Helicoter System Santosh Kr. Choudhary International Science Index, Electrical and Information Engineering Vol:8, No:8, 14 waset.org/publication/9999411

More information

hal , version 1-7 May 2008

hal , version 1-7 May 2008 Author manuscrit, ulished in "N/P" 9-11 Aril 2008 Process nano scale mechanical roerties measurement of thin metal films using a novel addle cantilever test structure Chi-Jia Tong & Ming-Tzer Lin Institute

More information

SIMPLIFIED SEISMIC ANALYSIS OF WOODFRAME STRUCTURES

SIMPLIFIED SEISMIC ANALYSIS OF WOODFRAME STRUCTURES 3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 24 Paer No. 245 SIMPLIFIED SEISMIC ANALYSIS OF WOODFRAME STRUCTURES Bryan FOLZ and Andre FILIATRAULT 2 SUMMARY A simle

More information

Probability Estimates for Multi-class Classification by Pairwise Coupling

Probability Estimates for Multi-class Classification by Pairwise Coupling Probability Estimates for Multi-class Classification by Pairwise Couling Ting-Fan Wu Chih-Jen Lin Deartment of Comuter Science National Taiwan University Taiei 06, Taiwan Ruby C. Weng Deartment of Statistics

More information

MODEL-BASED MULTIPLE FAULT DETECTION AND ISOLATION FOR NONLINEAR SYSTEMS

MODEL-BASED MULTIPLE FAULT DETECTION AND ISOLATION FOR NONLINEAR SYSTEMS MODEL-BASED MULIPLE FAUL DEECION AND ISOLAION FOR NONLINEAR SYSEMS Ivan Castillo, and homas F. Edgar he University of exas at Austin Austin, X 78712 David Hill Chemstations Houston, X 77009 Abstract A

More information

Accepted Manuscript. Toward a constitutive model for cure dependent modulus of a high temperature epoxy during the cure

Accepted Manuscript. Toward a constitutive model for cure dependent modulus of a high temperature epoxy during the cure Acceted Manuscrit Toward a constitutive model for cure deendent modulus of a high temerature eoxy during the cure M Zarrelli, A.A Skordos, I.K Partridge PII: S0014-3057(10)00221-1 DOI: 10.1016/j.eurolymj.2010.06.002

More information

Scattering of a ball by a bat in the limit of small deformation

Scattering of a ball by a bat in the limit of small deformation INVESTIGACIÓN Revista Mexicana de Física 58 01 353 370 AGOSTO 01 Scattering o a all y a at in the limit o small deormation A. Cao Deartamento de Física Teórica, Instituto de Ciernética, Matemática y Física,

More information

Flexible Pipes in Trenches with Stiff Clay Walls

Flexible Pipes in Trenches with Stiff Clay Walls Flexible Pies in Trenches with Stiff Clay Walls D. A. Cameron University of South Australia, South Australia, Australia J. P. Carter University of Sydney, New South Wales, Australia Keywords: flexible

More information

Magnetostrictive Dynamic Vibration Absorber (DVA) for Passive and Active Damping

Magnetostrictive Dynamic Vibration Absorber (DVA) for Passive and Active Damping aer : 59 /. Magnetostrictive ynamic Vibration Absorber (VA) for Passive and Active aming C. May a,. uhnen b, P. Pagliarulo b and H. Janocha b a Centre for nnovative Production (ZP), Saarbrücken, ermany,

More information

On the Fluid Dependence of Rock Compressibility: Biot-Gassmann Refined

On the Fluid Dependence of Rock Compressibility: Biot-Gassmann Refined Downloaded 0/9/3 to 99.86.4.8. Redistribution subject to SEG license or coyright; see Terms of Use at htt://library.seg.org/ On the luid Deendence of Rock Comressibility: Biot-Gassmann Refined Leon Thomsen,

More information

arxiv:cond-mat/ v2 [cond-mat.str-el] 23 May 2006

arxiv:cond-mat/ v2 [cond-mat.str-el] 23 May 2006 Quantum dot with ferromagnetic leads: a densiti-matrix renormaliation grou study C. J. Gaa, M. E. Torio, and J. A. Riera Instituto de Física Rosario, Consejo Nacional de Investigaciones Científicas y Técnicas,

More information

Preconditioning techniques for Newton s method for the incompressible Navier Stokes equations

Preconditioning techniques for Newton s method for the incompressible Navier Stokes equations Preconditioning techniques for Newton s method for the incomressible Navier Stokes equations H. C. ELMAN 1, D. LOGHIN 2 and A. J. WATHEN 3 1 Deartment of Comuter Science, University of Maryland, College

More information

A Simple And Efficient FEM-Implementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars

A Simple And Efficient FEM-Implementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars Aalborg Universitet A Simle And Efficient FEM-Imlementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars Published in: Proceedings of the 9th Nordic Seminar on Comutational

More information

BENDING INDUCED VERTICAL OSCILLATIONS DURING SEISMIC RESPONSE OF RC BRIDGE PIERS

BENDING INDUCED VERTICAL OSCILLATIONS DURING SEISMIC RESPONSE OF RC BRIDGE PIERS BENDING INDUCED VERTICAL OSCILLATIONS DURING SEISMIC RESPONSE OF RC BRIDGE PIERS Giulio RANZO 1, Marco PETRANGELI And Paolo E PINTO 3 SUMMARY The aer resents a numerical investigation on the behaviour

More information

Solved Problems. (a) (b) (c) Figure P4.1 Simple Classification Problems First we draw a line between each set of dark and light data points.

Solved Problems. (a) (b) (c) Figure P4.1 Simple Classification Problems First we draw a line between each set of dark and light data points. Solved Problems Solved Problems P Solve the three simle classification roblems shown in Figure P by drawing a decision boundary Find weight and bias values that result in single-neuron ercetrons with the

More information

Computational Acoustic Attenuation Performance of Helicoidal Resonators Comparable to Experiment

Computational Acoustic Attenuation Performance of Helicoidal Resonators Comparable to Experiment Comutational Acoustic Attenuation Perormance o Helicoidal Resonators Comarable to Exeriment PhD. Eng. Wojciech LAPKA Poznan University o Technology Institute o Alied Mechanics Division o Vibroacoustics

More information

Distributed Rule-Based Inference in the Presence of Redundant Information

Distributed Rule-Based Inference in the Presence of Redundant Information istribution Statement : roved for ublic release; distribution is unlimited. istributed Rule-ased Inference in the Presence of Redundant Information June 8, 004 William J. Farrell III Lockheed Martin dvanced

More information

Topology Optimization of Three Dimensional Structures under Self-weight and Inertial Forces

Topology Optimization of Three Dimensional Structures under Self-weight and Inertial Forces 6 th World Congresses of Structural and Multidiscilinary Otimization Rio de Janeiro, 30 May - 03 June 2005, Brazil Toology Otimization of Three Dimensional Structures under Self-weight and Inertial Forces

More information

Sound radiation from nested cylindrical shells

Sound radiation from nested cylindrical shells Sound radiation from nested cylindrical shells Hongjian Wu 1 ; Herwig Peters 1 ; Nicole Kessissoglou 1 1 School of Mechanical and Manufacturing Engineering, UNSW Australia, Sydney NSW 252 ABSTRACT Fluid-loaded

More information

Forced Oscillation Source Location via Multivariate Time Series Classification

Forced Oscillation Source Location via Multivariate Time Series Classification Forced Oscillation Source Location via ultivariate ime Series Classification Yao eng 1,2, Zhe Yu 1, Di Shi 1, Desong Bian 1, Zhiwei Wang 1 1 GEIRI North America, San Jose, CA 95134 2 North Carolina State

More information

A Qualitative Event-based Approach to Multiple Fault Diagnosis in Continuous Systems using Structural Model Decomposition

A Qualitative Event-based Approach to Multiple Fault Diagnosis in Continuous Systems using Structural Model Decomposition A Qualitative Event-based Aroach to Multile Fault Diagnosis in Continuous Systems using Structural Model Decomosition Matthew J. Daigle a,,, Anibal Bregon b,, Xenofon Koutsoukos c, Gautam Biswas c, Belarmino

More information

FEM simulation of a crack propagation in a round bar under combined tension and torsion fatigue loading

FEM simulation of a crack propagation in a round bar under combined tension and torsion fatigue loading FEM simulation of a crack roagation in a round bar under combined tension and torsion fatigue loading R.Citarella, M.Leore Det. of Industrial Engineering University of Salerno - Fisciano (SA), Italy. rcitarella@unisa.it

More information

F. Augustin, P. Rentrop Technische Universität München, Centre for Mathematical Sciences

F. Augustin, P. Rentrop Technische Universität München, Centre for Mathematical Sciences NUMERICS OF THE VAN-DER-POL EQUATION WITH RANDOM PARAMETER F. Augustin, P. Rentro Technische Universität München, Centre for Mathematical Sciences Abstract. In this article, the roblem of long-term integration

More information

Plotting the Wilson distribution

Plotting the Wilson distribution , Survey of English Usage, University College London Setember 018 1 1. Introduction We have discussed the Wilson score interval at length elsewhere (Wallis 013a, b). Given an observed Binomial roortion

More information

Elastic Model of Deformable Fingertip for Soft-fingered Manipulation

Elastic Model of Deformable Fingertip for Soft-fingered Manipulation IEEE TRANSACTION ON ROBOTICS, VOL. 1, NO. 11, NOVEMBER 25 1 Elastic Model of Deformable Fingerti for Soft-fingered Maniulation Takahiro Inoue, Student Member, IEEE, and Shinichi Hirai, Member, IEEE Abstract

More information

Transient response prediction of an impulsively excited structure using a scaling approach

Transient response prediction of an impulsively excited structure using a scaling approach Numerical Techniques (others): Paper ICA2016-668 Transient response prediction of an impulsively excited structure using a scaling approach Xianhui Li (a), Jing Zhang (b), Tuo Xing (c) (a) Beijing Municipal

More information

Towards understanding the Lorenz curve using the Uniform distribution. Chris J. Stephens. Newcastle City Council, Newcastle upon Tyne, UK

Towards understanding the Lorenz curve using the Uniform distribution. Chris J. Stephens. Newcastle City Council, Newcastle upon Tyne, UK Towards understanding the Lorenz curve using the Uniform distribution Chris J. Stehens Newcastle City Council, Newcastle uon Tyne, UK (For the Gini-Lorenz Conference, University of Siena, Italy, May 2005)

More information

NON-LINEAR DYNAMIC BEHAVIOR OF THIN RECTANGULAR PLATES PARAMETRICALLY EXCITED USING THE ASYMPTOTIC METHOD, PART 2: COMPUTATION OF THE PHASE ANGLE

NON-LINEAR DYNAMIC BEHAVIOR OF THIN RECTANGULAR PLATES PARAMETRICALLY EXCITED USING THE ASYMPTOTIC METHOD, PART 2: COMPUTATION OF THE PHASE ANGLE Proceedings of the 9th WSEAS International Conference on Alied Mathematics, Istanbul, Turkey, May 7-9, 6 (9-99 NON-LINEAR DYNAMIC BEHAVIOR OF THIN RECTANGULAR PLATES PARAMETRICALLY EXCITED USING THE ASYMPTOTIC

More information

Homogeneous and Inhomogeneous Model for Flow and Heat Transfer in Porous Materials as High Temperature Solar Air Receivers

Homogeneous and Inhomogeneous Model for Flow and Heat Transfer in Porous Materials as High Temperature Solar Air Receivers Excert from the roceedings of the COMSOL Conference 1 aris Homogeneous and Inhomogeneous Model for Flow and Heat ransfer in orous Materials as High emerature Solar Air Receivers Olena Smirnova 1 *, homas

More information

Estimation of the large covariance matrix with two-step monotone missing data

Estimation of the large covariance matrix with two-step monotone missing data Estimation of the large covariance matrix with two-ste monotone missing data Masashi Hyodo, Nobumichi Shutoh 2, Takashi Seo, and Tatjana Pavlenko 3 Deartment of Mathematical Information Science, Tokyo

More information

Linear diophantine equations for discrete tomography

Linear diophantine equations for discrete tomography Journal of X-Ray Science and Technology 10 001 59 66 59 IOS Press Linear diohantine euations for discrete tomograhy Yangbo Ye a,gewang b and Jiehua Zhu a a Deartment of Mathematics, The University of Iowa,

More information

8.7 Associated and Non-associated Flow Rules

8.7 Associated and Non-associated Flow Rules 8.7 Associated and Non-associated Flow Rules Recall the Levy-Mises flow rule, Eqn. 8.4., d ds (8.7.) The lastic multilier can be determined from the hardening rule. Given the hardening rule one can more

More information

STABILITY ANALYSIS TOOL FOR TUNING UNCONSTRAINED DECENTRALIZED MODEL PREDICTIVE CONTROLLERS

STABILITY ANALYSIS TOOL FOR TUNING UNCONSTRAINED DECENTRALIZED MODEL PREDICTIVE CONTROLLERS STABILITY ANALYSIS TOOL FOR TUNING UNCONSTRAINED DECENTRALIZED MODEL PREDICTIVE CONTROLLERS Massimo Vaccarini Sauro Longhi M. Reza Katebi D.I.I.G.A., Università Politecnica delle Marche, Ancona, Italy

More information

Thickness and refractive index measurements using multiple beam interference fringes (FECO)

Thickness and refractive index measurements using multiple beam interference fringes (FECO) Journal of Colloid and Interface Science 264 2003 548 553 Note www.elsevier.com/locate/jcis Thickness and refractive index measurements using multile beam interference fringes FECO Rafael Tadmor, 1 Nianhuan

More information

FE FORMULATIONS FOR PLASTICITY

FE FORMULATIONS FOR PLASTICITY G These slides are designed based on the book: Finite Elements in Plasticity Theory and Practice, D.R.J. Owen and E. Hinton, 1970, Pineridge Press Ltd., Swansea, UK. 1 Course Content: A INTRODUCTION AND

More information

Preliminary Uncertainty Estimation of the Pressure Distortion Coefficient of a Pressure. Balance by FEM Calculations

Preliminary Uncertainty Estimation of the Pressure Distortion Coefficient of a Pressure. Balance by FEM Calculations Preliminary Uncertainty Estimation of the Pressure Distortion Coefficient of a Pressure Balance by FEM Calculations G. Molinar*, M. Bergoglio*, G. Mosso*,G. Buonanno**, M. Dell Isola** * Istituto di Metrologia

More information

%(*)= E A i* eiujt > (!) 3=~N/2

%(*)= E A i* eiujt > (!) 3=~N/2 CHAPTER 58 Estimating Incident and Reflected Wave Fields Using an Arbitrary Number of Wave Gauges J.A. Zelt* A.M. ASCE and James E. Skjelbreia t A.M. ASCE 1 Abstract A method based on linear wave theory

More information