OPTIMIZATION OF CAR FRONTAL PROTECTION SYSTEMS

Size: px
Start display at page:

Download "OPTIMIZATION OF CAR FRONTAL PROTECTION SYSTEMS"

Transcription

1 6th Internatonal DAAAM Baltc Conference INDUSTRIAL ENGINEERING Aprl 2008, Tallnn, Estona OPTIMIZATION OF CAR FRONTAL PROTECTION SYSTEMS Pohlak, M.; Majak, J. & Eerme, M. Abstract: Desgn of car frontal protecton system s performed by use of artfcal neural networks and genetc algorthm. Man attenton s pad to optmal desgn of brackets. An analyss of car-pedestran collson stuaton s performed by use of explct FEA solver and the stffness analyss wth mplct FEA solver. Multcrtera optmal desgn problem s formulated and the necessary optmalty condtons are derved. The obtaned numercal results are valdated aganst expermental test results and alternatve numercal approach realzed by use of software package LS-OPT. Key words: Energy Absorpton, Neural Networks; Genetc Algorthm, Fnte Element Analyss, Engneerng Optmzaton 1 INTRODUCTION A large number of papers coverng varous problems related to mpact energy absorbers can be found n lterature [ 1, 2 ]. Alghamd revewed common shapes of collapsble energy absorbers ncludng crcular tubes, square tubes, frusta, struts, honeycombs, and sandwch plates [ 1 ]. Testng and numercal smulaton of multmateral energy absorbers s performed by de Kanter [ 2 ]. The propertes of the metallc and fbre renforced plastc (FRP) cylnders n the crushng behavour are dscussed. It s stated that mult-materal elements demonstrate both, metallc and composte characterstcs n crushng behavour. Employment of varous optmzaton technques s one of the trends n car frontal protecton system desgn. In [ 3 ] a cylnder mpact on rgd wall s consdered as an example. The am of the current study s to desgn the extra frontal protecton system of vehcle consstng of tubular parts and the brackets. The possbltes to ncrease the safety of the car frontal protecton system n accdents wth pedestrans are studed. The frontal protecton system, consstng of tubular parts and the brackets, s smply added by bolts to a standard motor vehcle wthout major modfcatons of the vehcle. It s mportant that the orgnal energy absorbng structures of the vehcle wll reman n place wthout alteraton. Man attenton s pad to the desgn of brackets. The stffness of the brackets s lmted by pedestran safety and requred structural stffness of the car accessores. On one hand, the stffness of the accessores mounted on the car frontal protecton system (e.g. extra lghts) must be hgh enough to wthstand the vbratons and acceleratons of the car. On the other hand, the stffness must not be too hgh n order to avod excessve acceleratons of human body n case of accdent. In order to obtan maxmum energy absorpton that s smooth enough, search for optmal confguraton of support components of the structure s performed. The refned algorthms are proposed for desgn mprovement (two stage genetc algorthm (GA) and hybrd GA), snce n standard formulaton the GA may converge close to optmal soluton (not to the optmal soluton). The optmzaton procedures proposed n the current paper and n [ 4 ] are compared and valdated aganst expermental test results.

2 2 PROBLEM FORMULATION In the current study, t s assumed that the heght of the car frontal protecton system desgned s less than 500 mm and man attenton s pad to the safety requrements proceedng from lower legform test requred by drectve of the European Parlament and the Councl 2005/66/EC [ 5 ] (see Fgure 1). the reacton force ncreased steadly to some predefned level and remans constant on ths level [ 6 ]. In order to decrease the acceleraton, optmal desgn of tubular parts and fastenng components has to be addressed. Current study s focused on desgn of brackets. The man energy absorbng component s shown n Fgure 2. Intal desgn of the energy absorbng component depcted n Fgure 2 s gven by manufacturer. Thus, the topology s predefned n certan extent by manufacturer and man task s search for optmal set of desgn varables a, b, c, d and e (see Fgure 2). However, some correctons n topology are avalable. The propertes of the tubes are selected as approprate as technologcally possble (lght structure, thn walls, etc), detaled optmzaton of tubes s omtted. Fg. 1. Lower legform mpact testng (a Legform mpactor, b Frontal protecton system, V velocty of mpactor) In the test, the mpactor (a n Fgure 1) s shot at the speed of 11.1 m/s at the frontal protecton system of the vehcle. There are three types of sensors mounted nsde the mpactor: acceleraton sensor, bendng angle sensor and shear dsplacement sensor. Accordng to the drectve 2005/66/EC [ 5 ]: - the maxmum dynamc knee bendng angle shall not exceed 21.0 ; - the maxmum dynamc knee shearng dsplacement shall not exceed 6.0 mm; - the acceleraton measured at the upper end of the tba shall not exceed 200g (g=9.81 m/s 2 ). It s assumed above that the total permssble mass of the vehcle s less than 2500kg. Unfortunately, most of structures absorb energy n unstable manner. There wll be a hgh peak of reacton force when mpact loadng starts followed by smaller peaks or more constant level of reacton forces. More desrable stuaton would be f Fg. 2. Energy absorbng component (a, b, c, d and e are desgn varables) 3 FE ANALYSIS The stress-stran behavor s modeled wth mult-lnear approxmaton. In order to consder plastc ansotropy the Hll s second order yeld crteron s employed. The FEA s performed separately for crash smulaton and stffness analyss. The total number of smulatons depends on the number of desgn varables and on grd densty, fxed n the stage of smulaton data desgn. The dynamc and statc analyss s performed wth the same sets of the smulaton data n order to get complete

3 set of output data. The output data used n further optmzaton procedure contans extreme values of the frontal force component and dsplacements n y-z plane. The expermental valdaton of the computer smulaton s ncluded n algorthm n order to descrbe full desgn process. Compresson tests of the brackets were performed n Laboratory of Mechancal Testng and Metrology of Tallnn Unversty of Technology. Proceedng from the test results obtaned, some modfcatons to the desgn data and topology of the fastenng component were made. 4 RESPONSE SURFACE MODELING In the current paper, the generalzed regresson neural networks (NN) are used for the response surface modelng (RSM). The surface constructed by use of NN do not normally contan the gven response values (smlarty wth least-squares method n ths respect). An approach proposed s based on the use of the MATLAB neural network toolbox. In MATLAB NN toolbox a two-layer network s generated by use of functon newgrnn. The frst layer has radbas neurons and the second layer has pureln neurons. The response surfaces are generated smultaneously (wth one call to newgrnn) for all response quanttes (frontal force component and y-z dsplacement). 5 OPTIMIZATION PROBLEM The mult-crtera optmzaton problem s formulated as subjected to [ f w f ] mn w + (1) 1 1 g j ( x ) 0, j = 1,..., m, (2) h k ( x ) = 0, k = 1,..., l. (3) 2 2 The constrants (2)-(3) are gven n terms of desgn varables x1,x2,...xn. Both, the peak force f 1 and dfference between maxmal and mnmal force values f 2 are subjected to mnmzaton. The proportons of the functons f 1 and f 2 n objectve functon are determned by weght coeffcents w 1 and w 2. The constrants lad on desgn varables depend on structure and topology of the car frontal protecton system consdered. In general form the lnear constrants can be wrtten as x x, x, ( = 1,..n ), (4) x where x and x stand for upper and lower bounds of the desgn varable, respectvely. As mentoned above, the stffness of the components of the car frontal protecton system s lmted by pedestran safety and requred structural stffness of the car accessores. The constrant provdng the requred stffness of the car frontal protecton system can be expressed n terms of dsplacements as u 2 2 c = u y + uz u, (5) where u y and u z stand for the dsplacements n y and z drecton, respectvely and u s a gven lmt value determned expermentally. The extended functonal J s ntroduced as J = 2 λ T w1 f1( x ) + w2 f ( x ) + g( x ), (6) where λ stand for the Lagrange multpler vector and all constrants are ncluded n nequalty constrant vector g ( x ). In order to obtan the necessary optmalty condtons, the total varaton of the functonal J s equalzed to zero ( δ J = 0 ).

4 6 NN AND GA BASED DESIGN Global optmzaton s performed by use of the two stage GA and hybrd GA algorthms. 6.1 Search for optmal soluton In order to determne the mnmal value of the objectve functon (1) the MATLAB functon ga has been utlzed (Genetc algorthm and Drect Search Toolbox). The response surfaces for frontal force component F and y-z dsplacement u c are treated as objectve and constrants functons, respectvely. In order to acheve hgher accuracy, the real-coded approach of genetc algorthm s consdered. An alternatve soluton s realzed by use of LS-OPT software. Latter soluton s based on use of leap-frog algorthm. As t can be expected, optmzaton va genetc algorthms utlzes natural selecton as a means of fndng the optmal soluton n the global doman, the computed soluton s not global extreme, but close value to t. Thus, further refnement of the desgn s stll necessary. 6.2 Desgn mprovement In the case of two stage GA, both global and local search s performed va GA. The doman for local search s taken as x g δ <= x <= x + δ, ( = 1,... n), (7) g g where x stands for the value of the desgn varable obtaned from global search and δ s a gven devaton for the -th varable. In the case of hybrd approach, the global search s performed by GA, but the steepest descent method s appled for local search usng the same doman (7) for desgn varables. Use of the two stage GA s justfed n cases when several extreme values of the objectve functon are expected n local search doman. Otherwse, the hybrd approach s preferred, snce t s assumed to converge faster and exactly to extreme value (not close to extreme value as GA). Snce GA s a stochastc search based method, whch converges close to global extreme value n better case, the results obtaned n dfferent subsequent runs of the algorthm may dffer slghtly. Furthermore, f there exst several equal or close extreme values of the objectve functon n global search doman, then the results obtaned n dfferent subsequent runs of the algorthm may dffer sgnfcantly. 7 RESULTS AND DISCUSSION As mentoned above, the lmtaton on acceleraton (or correspondng force component) appears to be the most crtcal. For that reason f 1 s consdered as domnatng term n optmalty crteron (3). As result of desgn process, the maxmal value of the frontal force component F( t,x ) s reduced more than 4 tmes n comparson wth ntal desgn. In Fgure 3 the frontal force component F ( t,x ), correspondng to ntal and optmal sets of desgn varables, s gven, respectvely. All constrants are fulflled n the case of both desgns. Note that energy absorpton s twce hgher n the case of ntal desgn. Latter fact can be explaned wth reduced dmensons of the component. Force, N Intal desgn Optmal desgn 0 0,0000 0,0003 0,0005 0,0008 0,0010 0,0013 0,0015 0,0018 Tme, s Fg. 3. Force Tme dagram: ntal desgn and the optmal desgn

5 In Table 1 the optmal values of the frontal force component obtaned by use of dfferent optmzaton algorthms are compared. Table 1. Frontal force components obtaned by dfferent optmzaton algorthms Opt. alg. GA Two st. GA Hybrd GA LS- OPT F ( t,x ) (N) The two stage GA and hybrd GA algorthms are dscussed above; let us descrbe brefly an algorthm used n LS- OPT. The LS-OPT verson 3.1 features Monte Carlo based pont selecton schemes. The sub-problem s optmzed by the dynamc leap-frog method. The gradent vectors of general compostes based on mathematcal expressons of the basc response surfaces are computed usng numercal dfferentaton. In the current study, the neural network based metamodel s employed due to hgher accuracy acheved n comparson wth polynomal model. It can be seen from Table 1, that the results obtaned by use of GA, two stage GA and hybrd GA are close to each other, but dffer to a certan extent from the result obtaned by use of LS-OPT software (less than 10%). Latter fact can be explaned wth dfferent approaches used for response surface (RS) modelng. In the frst case (GA, two stage GA and hybrd GA) the RS s modeled as a statc - t s composed once and used for global and local search. In LS-OPT based soluton the RS s updated n each global teraton step ( dynamc RS). The data set s modfed by performng FE computng wth LS- DYNA explct and mplct solvers. Such an approach s not complcated due to compatblty of the FE software LS- DYNA and LS-OPT. Dynamc data exchange between MATLAB and LS-OPT, also handlng the FE solvers and MATLAB processes together are much more complcated tasks (several restrctons exsts on what knd of standalone executable MATLAB code can be compled wth MATLAB compler). Note, that applyng non-lnear constrant (5) causes some complcatons n the case of MATLAB based soluton. In some cases the convergence to the soluton, where u c s sgnfcantly less than u has been observed. Latter fact s not contradcton tself, but the frontal force component F ( t,x ), correspondng to such soluton appears to be far from optmal value. In order to avod such results the followng possbltes are consdered: - replacng nequalty n (5) wth equalty, - replacng condton (5) wth more strct condton: u 2 2 ε u2 + u3 u, (8) where ε s gven constant n nterval ε [ u /100, u /1000]. The condton (8) s satsfed when u c s close to u and ts applcaton n MATLAB optmzaton functons ga and fmncon appears less complcated than strct equalty constrant u c = u. In order to valdate the FEA models the expermental study was carred out. Several versons of component shown n Fgure 2 were tested. The forces and deformaton modes were found to be reasonably close to that calculated by FEA. It follows from the numercal smulatons and expermental tests done that the optmal desgn s most senstve wth respect to the thckness of the fastenng component. 8 CONCLUSIONS General concluson s that the car frontal protecton system satsfyng the requrements of drectve 2005/66/EC can be manufactured by use of exstng

6 equpment and materals. As a result, the EU patent applcaton number Mountng bracket for frontal protecton system, has been appled for. At the moment nne products have been passed through the type test. Desgn optmzaton of the car frontal protecton system was performed. Man attenton was pad to the optmal desgn of the fastenng components. The desgn procedure proposed contans an analyss wth dynamc loadng for car-pedestran collson stuaton by use of LS-DYNA explct solver, stffness analyss wth LS- DYNA mplct solver, response surface modelng (Neural Networks) and search for optmal desgn (MATLAB Optmzaton Toolbox, Genetc Algorthm and Drect Search Toolbox). The desgn mprovement was performed. The two stage GA and hybrd GA algorthms were developed for posed optmzaton problem. The obtaned results were compared wth the results of an alternatve soluton realzed by use of LS- OPT software. The advantages of the LS- OPT based soluton are compatblty wth LS-DYNA solvers (flexble RS modelng, data exchange) and specalzaton to partcular optmzaton problem consdered. The advantages of the GA based approach are ts generalty and flexblty. The algorthm developed has been used by authors wthout sgnfcant modfcatons for solvng dfferent optmzaton problems (materal parameters dentfcaton, modelng of the new composte from recycled GFP, etc.). The obtaned results from smulatons (LS- DYNA and MATLAB) were found to be close to correspondng expermental results. The nfluence of the dfferent desgn parameters on fnal result was estmated. 9 ACKNOWLEDGEMENTS The work has been supported by Estonan Scence Foundaton grant G REFERENCES 1. Alghamd, A. A. A. Collapsble mpact energy absorbers: an overvew. Thn- Walled Structures, 2001, 39, De Kanter, J. Energy absorpton of monolthc and fbre renforced alumnum cylnders. Delft Unversty of Technology, In PhD Thess, Hörmann, M., Schulz, A., Rust, W. Structural Optmzaton usng LS-OPT: Bascs and Examples. In Proceedngs of 21st CAD-FEM Users Meetng, Potsdam Pohlak, M., Majak, J., Eerme, M. Optmzaton study of car frontal protecton system. In Proceedngs of the Frst Internatonal Conference on Multdscplnary Optmzaton and Applcatons (Bassr, D.H., ed). Besancon, Drectve 2005/66/Ec Of The European Parlament And Of The Councl, Avalable from: ste/en/oj/2005/l_309/l_ en pdf, Accessed: Lu, G., Yu, T. X. Energy absorpton of structures and materals. Woodhead Publshng Lmted, Cambrdge, ADDITIONAL DATA ABOUT AUTHORS Meels Pohlak, PhD. Tallnn Unversty of Technology, Dept. of Machnery. Address: Ehtajate tee 5, Tallnn, Estona. Phone: , E-mal: meelsp@staff.ttu.ee Jür Majak, PhD. Tallnn Unversty of Technology, Dept. of Machnery. Address: Ehtajate tee 5, Tallnn, Estona. Phone: , E-mal: jmajak@staff.ttu.ee Martn Eerme, Prof., PhD. Tallnn Unversty of Technology, Dept. of Machnery. Address: Ehtajate tee 5, Tallnn, Estona. Phone: , E-mal: eerme@staff.ttu.ee

CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE

CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE Analytcal soluton s usually not possble when exctaton vares arbtrarly wth tme or f the system s nonlnear. Such problems can be solved by numercal tmesteppng

More information

Irregular vibrations in multi-mass discrete-continuous systems torsionally deformed

Irregular vibrations in multi-mass discrete-continuous systems torsionally deformed (2) 4 48 Irregular vbratons n mult-mass dscrete-contnuous systems torsonally deformed Abstract In the paper rregular vbratons of dscrete-contnuous systems consstng of an arbtrary number rgd bodes connected

More information

COMPOSITE BEAM WITH WEAK SHEAR CONNECTION SUBJECTED TO THERMAL LOAD

COMPOSITE BEAM WITH WEAK SHEAR CONNECTION SUBJECTED TO THERMAL LOAD COMPOSITE BEAM WITH WEAK SHEAR CONNECTION SUBJECTED TO THERMAL LOAD Ákos Jósef Lengyel, István Ecsed Assstant Lecturer, Professor of Mechancs, Insttute of Appled Mechancs, Unversty of Mskolc, Mskolc-Egyetemváros,

More information

Finite Element Modelling of truss/cable structures

Finite Element Modelling of truss/cable structures Pet Schreurs Endhoven Unversty of echnology Department of Mechancal Engneerng Materals echnology November 3, 214 Fnte Element Modellng of truss/cable structures 1 Fnte Element Analyss of prestressed structures

More information

DESIGN OPTIMIZATION OF CFRP RECTANGULAR BOX SUBJECTED TO ARBITRARY LOADINGS

DESIGN OPTIMIZATION OF CFRP RECTANGULAR BOX SUBJECTED TO ARBITRARY LOADINGS Munch, Germany, 26-30 th June 2016 1 DESIGN OPTIMIZATION OF CFRP RECTANGULAR BOX SUBJECTED TO ARBITRARY LOADINGS Q.T. Guo 1*, Z.Y. L 1, T. Ohor 1 and J. Takahash 1 1 Department of Systems Innovaton, School

More information

Module 3 LOSSY IMAGE COMPRESSION SYSTEMS. Version 2 ECE IIT, Kharagpur

Module 3 LOSSY IMAGE COMPRESSION SYSTEMS. Version 2 ECE IIT, Kharagpur Module 3 LOSSY IMAGE COMPRESSION SYSTEMS Verson ECE IIT, Kharagpur Lesson 6 Theory of Quantzaton Verson ECE IIT, Kharagpur Instructonal Objectves At the end of ths lesson, the students should be able to:

More information

MMA and GCMMA two methods for nonlinear optimization

MMA and GCMMA two methods for nonlinear optimization MMA and GCMMA two methods for nonlnear optmzaton Krster Svanberg Optmzaton and Systems Theory, KTH, Stockholm, Sweden. krlle@math.kth.se Ths note descrbes the algorthms used n the author s 2007 mplementatons

More information

A Hybrid Variational Iteration Method for Blasius Equation

A Hybrid Variational Iteration Method for Blasius Equation Avalable at http://pvamu.edu/aam Appl. Appl. Math. ISSN: 1932-9466 Vol. 10, Issue 1 (June 2015), pp. 223-229 Applcatons and Appled Mathematcs: An Internatonal Journal (AAM) A Hybrd Varatonal Iteraton Method

More information

Lecture Notes on Linear Regression

Lecture Notes on Linear Regression Lecture Notes on Lnear Regresson Feng L fl@sdueducn Shandong Unversty, Chna Lnear Regresson Problem In regresson problem, we am at predct a contnuous target value gven an nput feature vector We assume

More information

FUZZY GOAL PROGRAMMING VS ORDINARY FUZZY PROGRAMMING APPROACH FOR MULTI OBJECTIVE PROGRAMMING PROBLEM

FUZZY GOAL PROGRAMMING VS ORDINARY FUZZY PROGRAMMING APPROACH FOR MULTI OBJECTIVE PROGRAMMING PROBLEM Internatonal Conference on Ceramcs, Bkaner, Inda Internatonal Journal of Modern Physcs: Conference Seres Vol. 22 (2013) 757 761 World Scentfc Publshng Company DOI: 10.1142/S2010194513010982 FUZZY GOAL

More information

On the Interval Zoro Symmetric Single-step Procedure for Simultaneous Finding of Polynomial Zeros

On the Interval Zoro Symmetric Single-step Procedure for Simultaneous Finding of Polynomial Zeros Appled Mathematcal Scences, Vol. 5, 2011, no. 75, 3693-3706 On the Interval Zoro Symmetrc Sngle-step Procedure for Smultaneous Fndng of Polynomal Zeros S. F. M. Rusl, M. Mons, M. A. Hassan and W. J. Leong

More information

A PROBABILITY-DRIVEN SEARCH ALGORITHM FOR SOLVING MULTI-OBJECTIVE OPTIMIZATION PROBLEMS

A PROBABILITY-DRIVEN SEARCH ALGORITHM FOR SOLVING MULTI-OBJECTIVE OPTIMIZATION PROBLEMS HCMC Unversty of Pedagogy Thong Nguyen Huu et al. A PROBABILITY-DRIVEN SEARCH ALGORITHM FOR SOLVING MULTI-OBJECTIVE OPTIMIZATION PROBLEMS Thong Nguyen Huu and Hao Tran Van Department of mathematcs-nformaton,

More information

Some modelling aspects for the Matlab implementation of MMA

Some modelling aspects for the Matlab implementation of MMA Some modellng aspects for the Matlab mplementaton of MMA Krster Svanberg krlle@math.kth.se Optmzaton and Systems Theory Department of Mathematcs KTH, SE 10044 Stockholm September 2004 1. Consdered optmzaton

More information

Tensor Smooth Length for SPH Modelling of High Speed Impact

Tensor Smooth Length for SPH Modelling of High Speed Impact Tensor Smooth Length for SPH Modellng of Hgh Speed Impact Roman Cherepanov and Alexander Gerasmov Insttute of Appled mathematcs and mechancs, Tomsk State Unversty 634050, Lenna av. 36, Tomsk, Russa RCherepanov82@gmal.com,Ger@npmm.tsu.ru

More information

On the Multicriteria Integer Network Flow Problem

On the Multicriteria Integer Network Flow Problem BULGARIAN ACADEMY OF SCIENCES CYBERNETICS AND INFORMATION TECHNOLOGIES Volume 5, No 2 Sofa 2005 On the Multcrtera Integer Network Flow Problem Vassl Vasslev, Marana Nkolova, Maryana Vassleva Insttute of

More information

Second Order Analysis

Second Order Analysis Second Order Analyss In the prevous classes we looked at a method that determnes the load correspondng to a state of bfurcaton equlbrum of a perfect frame by egenvalye analyss The system was assumed to

More information

THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS OF A TELESCOPIC HYDRAULIC CYLINDER SUBJECTED TO EULER S LOAD

THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS OF A TELESCOPIC HYDRAULIC CYLINDER SUBJECTED TO EULER S LOAD Journal of Appled Mathematcs and Computatonal Mechancs 7, 6(3), 7- www.amcm.pcz.pl p-issn 99-9965 DOI:.75/jamcm.7.3. e-issn 353-588 THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS

More information

Simulated Power of the Discrete Cramér-von Mises Goodness-of-Fit Tests

Simulated Power of the Discrete Cramér-von Mises Goodness-of-Fit Tests Smulated of the Cramér-von Mses Goodness-of-Ft Tests Steele, M., Chaselng, J. and 3 Hurst, C. School of Mathematcal and Physcal Scences, James Cook Unversty, Australan School of Envronmental Studes, Grffth

More information

Chapter 5. Solution of System of Linear Equations. Module No. 6. Solution of Inconsistent and Ill Conditioned Systems

Chapter 5. Solution of System of Linear Equations. Module No. 6. Solution of Inconsistent and Ill Conditioned Systems Numercal Analyss by Dr. Anta Pal Assstant Professor Department of Mathematcs Natonal Insttute of Technology Durgapur Durgapur-713209 emal: anta.bue@gmal.com 1 . Chapter 5 Soluton of System of Lnear Equatons

More information

VARIATION OF CONSTANT SUM CONSTRAINT FOR INTEGER MODEL WITH NON UNIFORM VARIABLES

VARIATION OF CONSTANT SUM CONSTRAINT FOR INTEGER MODEL WITH NON UNIFORM VARIABLES VARIATION OF CONSTANT SUM CONSTRAINT FOR INTEGER MODEL WITH NON UNIFORM VARIABLES BÂRZĂ, Slvu Faculty of Mathematcs-Informatcs Spru Haret Unversty barza_slvu@yahoo.com Abstract Ths paper wants to contnue

More information

NUMERICAL RESULTS QUALITY IN DEPENDENCE ON ABAQUS PLANE STRESS ELEMENTS TYPE IN BIG DISPLACEMENTS COMPRESSION TEST

NUMERICAL RESULTS QUALITY IN DEPENDENCE ON ABAQUS PLANE STRESS ELEMENTS TYPE IN BIG DISPLACEMENTS COMPRESSION TEST Appled Computer Scence, vol. 13, no. 4, pp. 56 64 do: 10.23743/acs-2017-29 Submtted: 2017-10-30 Revsed: 2017-11-15 Accepted: 2017-12-06 Abaqus Fnte Elements, Plane Stress, Orthotropc Materal Bartosz KAWECKI

More information

Indeterminate pin-jointed frames (trusses)

Indeterminate pin-jointed frames (trusses) Indetermnate pn-jonted frames (trusses) Calculaton of member forces usng force method I. Statcal determnacy. The degree of freedom of any truss can be derved as: w= k d a =, where k s the number of all

More information

Statistical Energy Analysis for High Frequency Acoustic Analysis with LS-DYNA

Statistical Energy Analysis for High Frequency Acoustic Analysis with LS-DYNA 14 th Internatonal Users Conference Sesson: ALE-FSI Statstcal Energy Analyss for Hgh Frequency Acoustc Analyss wth Zhe Cu 1, Yun Huang 1, Mhamed Soul 2, Tayeb Zeguar 3 1 Lvermore Software Technology Corporaton

More information

LINEAR REGRESSION ANALYSIS. MODULE IX Lecture Multicollinearity

LINEAR REGRESSION ANALYSIS. MODULE IX Lecture Multicollinearity LINEAR REGRESSION ANALYSIS MODULE IX Lecture - 31 Multcollnearty Dr. Shalabh Department of Mathematcs and Statstcs Indan Insttute of Technology Kanpur 6. Rdge regresson The OLSE s the best lnear unbased

More information

Kernel Methods and SVMs Extension

Kernel Methods and SVMs Extension Kernel Methods and SVMs Extenson The purpose of ths document s to revew materal covered n Machne Learnng 1 Supervsed Learnng regardng support vector machnes (SVMs). Ths document also provdes a general

More information

The Minimum Universal Cost Flow in an Infeasible Flow Network

The Minimum Universal Cost Flow in an Infeasible Flow Network Journal of Scences, Islamc Republc of Iran 17(2): 175-180 (2006) Unversty of Tehran, ISSN 1016-1104 http://jscencesutacr The Mnmum Unversal Cost Flow n an Infeasble Flow Network H Saleh Fathabad * M Bagheran

More information

BOOTSTRAP METHOD FOR TESTING OF EQUALITY OF SEVERAL MEANS. M. Krishna Reddy, B. Naveen Kumar and Y. Ramu

BOOTSTRAP METHOD FOR TESTING OF EQUALITY OF SEVERAL MEANS. M. Krishna Reddy, B. Naveen Kumar and Y. Ramu BOOTSTRAP METHOD FOR TESTING OF EQUALITY OF SEVERAL MEANS M. Krshna Reddy, B. Naveen Kumar and Y. Ramu Department of Statstcs, Osmana Unversty, Hyderabad -500 007, Inda. nanbyrozu@gmal.com, ramu0@gmal.com

More information

DUE: WEDS FEB 21ST 2018

DUE: WEDS FEB 21ST 2018 HOMEWORK # 1: FINITE DIFFERENCES IN ONE DIMENSION DUE: WEDS FEB 21ST 2018 1. Theory Beam bendng s a classcal engneerng analyss. The tradtonal soluton technque makes smplfyng assumptons such as a constant

More information

Problem Set 9 Solutions

Problem Set 9 Solutions Desgn and Analyss of Algorthms May 4, 2015 Massachusetts Insttute of Technology 6.046J/18.410J Profs. Erk Demane, Srn Devadas, and Nancy Lynch Problem Set 9 Solutons Problem Set 9 Solutons Ths problem

More information

CHAPTER 9 CONCLUSIONS

CHAPTER 9 CONCLUSIONS 78 CHAPTER 9 CONCLUSIONS uctlty and structural ntegrty are essentally requred for structures subjected to suddenly appled dynamc loads such as shock loads. Renforced Concrete (RC), the most wdely used

More information

Adjoint Methods of Sensitivity Analysis for Lyapunov Equation. Boping Wang 1, Kun Yan 2. University of Technology, Dalian , P. R.

Adjoint Methods of Sensitivity Analysis for Lyapunov Equation. Boping Wang 1, Kun Yan 2. University of Technology, Dalian , P. R. th World Congress on Structural and Multdscplnary Optmsaton 7 th - th, June 5, Sydney Australa Adjont Methods of Senstvty Analyss for Lyapunov Equaton Bopng Wang, Kun Yan Department of Mechancal and Aerospace

More information

Constitutive Modelling of Superplastic AA-5083

Constitutive Modelling of Superplastic AA-5083 TECHNISCHE MECHANIK, 3, -5, (01, 1-6 submtted: September 19, 011 Consttutve Modellng of Superplastc AA-5083 G. Gulano In ths study a fast procedure for determnng the constants of superplastc 5083 Al alloy

More information

The Study of Teaching-learning-based Optimization Algorithm

The Study of Teaching-learning-based Optimization Algorithm Advanced Scence and Technology Letters Vol. (AST 06), pp.05- http://dx.do.org/0.57/astl.06. The Study of Teachng-learnng-based Optmzaton Algorthm u Sun, Yan fu, Lele Kong, Haolang Q,, Helongang Insttute

More information

ON A DETERMINATION OF THE INITIAL FUNCTIONS FROM THE OBSERVED VALUES OF THE BOUNDARY FUNCTIONS FOR THE SECOND-ORDER HYPERBOLIC EQUATION

ON A DETERMINATION OF THE INITIAL FUNCTIONS FROM THE OBSERVED VALUES OF THE BOUNDARY FUNCTIONS FOR THE SECOND-ORDER HYPERBOLIC EQUATION Advanced Mathematcal Models & Applcatons Vol.3, No.3, 2018, pp.215-222 ON A DETERMINATION OF THE INITIAL FUNCTIONS FROM THE OBSERVED VALUES OF THE BOUNDARY FUNCTIONS FOR THE SECOND-ORDER HYPERBOLIC EUATION

More information

Open Systems: Chemical Potential and Partial Molar Quantities Chemical Potential

Open Systems: Chemical Potential and Partial Molar Quantities Chemical Potential Open Systems: Chemcal Potental and Partal Molar Quanttes Chemcal Potental For closed systems, we have derved the followng relatonshps: du = TdS pdv dh = TdS + Vdp da = SdT pdv dg = VdP SdT For open systems,

More information

Numerical Heat and Mass Transfer

Numerical Heat and Mass Transfer Master degree n Mechancal Engneerng Numercal Heat and Mass Transfer 06-Fnte-Dfference Method (One-dmensonal, steady state heat conducton) Fausto Arpno f.arpno@uncas.t Introducton Why we use models and

More information

An Interactive Optimisation Tool for Allocation Problems

An Interactive Optimisation Tool for Allocation Problems An Interactve Optmsaton ool for Allocaton Problems Fredr Bonäs, Joam Westerlund and apo Westerlund Process Desgn Laboratory, Faculty of echnology, Åbo Aadem Unversty, uru 20500, Fnland hs paper presents

More information

DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM

DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM Ganj, Z. Z., et al.: Determnaton of Temperature Dstrbuton for S111 DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM by Davood Domr GANJI

More information

Winter 2008 CS567 Stochastic Linear/Integer Programming Guest Lecturer: Xu, Huan

Winter 2008 CS567 Stochastic Linear/Integer Programming Guest Lecturer: Xu, Huan Wnter 2008 CS567 Stochastc Lnear/Integer Programmng Guest Lecturer: Xu, Huan Class 2: More Modelng Examples 1 Capacty Expanson Capacty expanson models optmal choces of the tmng and levels of nvestments

More information

Fastener Modeling for Joining Composite Parts

Fastener Modeling for Joining Composite Parts AM-VPD09-006 Fastener Modelng for Jonng Composte Parts Alexander Rutman, Assocate Techncal Fellow, Sprt AeroSystems Chrs Boshers, Stress ngneer, Sprt AeroSystems John Parady, Prncpal Applcaton ngneer,

More information

THE IDENTIFICATION OF MATERIAL PARAMETERS IN NONLINEAR DEFORMATION MODELS OF METALLIC-PLASTIC CYLINDRICAL SHELLS UNDER PULSED LOADING

THE IDENTIFICATION OF MATERIAL PARAMETERS IN NONLINEAR DEFORMATION MODELS OF METALLIC-PLASTIC CYLINDRICAL SHELLS UNDER PULSED LOADING Materals Physcs and Mechancs (2015) 66-70 Receved: March 27, 2015 THE IDENTIFICATION OF MATERIAL PARAMETERS IN NONLINEAR DEFORMATION MODELS OF METALLIC-PLASTIC CYLINDRICAL SHELLS UNDER PULSED LOADING N.А.

More information

Adiabatic Sorption of Ammonia-Water System and Depicting in p-t-x Diagram

Adiabatic Sorption of Ammonia-Water System and Depicting in p-t-x Diagram Adabatc Sorpton of Ammona-Water System and Depctng n p-t-x Dagram J. POSPISIL, Z. SKALA Faculty of Mechancal Engneerng Brno Unversty of Technology Techncka 2, Brno 61669 CZECH REPUBLIC Abstract: - Absorpton

More information

Supplementary Notes for Chapter 9 Mixture Thermodynamics

Supplementary Notes for Chapter 9 Mixture Thermodynamics Supplementary Notes for Chapter 9 Mxture Thermodynamcs Key ponts Nne major topcs of Chapter 9 are revewed below: 1. Notaton and operatonal equatons for mxtures 2. PVTN EOSs for mxtures 3. General effects

More information

Design and Optimization of Fuzzy Controller for Inverse Pendulum System Using Genetic Algorithm

Design and Optimization of Fuzzy Controller for Inverse Pendulum System Using Genetic Algorithm Desgn and Optmzaton of Fuzzy Controller for Inverse Pendulum System Usng Genetc Algorthm H. Mehraban A. Ashoor Unversty of Tehran Unversty of Tehran h.mehraban@ece.ut.ac.r a.ashoor@ece.ut.ac.r Abstract:

More information

An identification algorithm of model kinetic parameters of the interfacial layer growth in fiber composites

An identification algorithm of model kinetic parameters of the interfacial layer growth in fiber composites IOP Conference Seres: Materals Scence and Engneerng PAPER OPE ACCESS An dentfcaton algorthm of model knetc parameters of the nterfacal layer growth n fber compostes o cte ths artcle: V Zubov et al 216

More information

Computer Based Porosity Design by Multi Phase Topology Optimization

Computer Based Porosity Design by Multi Phase Topology Optimization Computer Based Porosty Desgn by Mult Phase Topology Optmzaton Andreas Burbles and Matthas Busse Fraunhofer-Insttut für Fertgungstechnk und Angewandte Materalforschung - IFAM Wener Str. 12, 28359 Bremen,

More information

The Buckling Analysis of the Composite Plates with Different Orientations of Layers

The Buckling Analysis of the Composite Plates with Different Orientations of Layers Amercan Journal of Mechancal Engneerng, 2016, Vol. 4, No. 7, 413-417 Avalable onlne at http://pubs.scepub.com/ajme/4/7/33 Scence and Educaton Publshng DOI:10.12691/ajme-4-7-33 The Bucklng Analyss of the

More information

NUMERICAL DIFFERENTIATION

NUMERICAL DIFFERENTIATION NUMERICAL DIFFERENTIATION 1 Introducton Dfferentaton s a method to compute the rate at whch a dependent output y changes wth respect to the change n the ndependent nput x. Ths rate of change s called the

More information

More metrics on cartesian products

More metrics on cartesian products More metrcs on cartesan products If (X, d ) are metrc spaces for 1 n, then n Secton II4 of the lecture notes we defned three metrcs on X whose underlyng topologes are the product topology The purpose of

More information

Modifying the Shear Buckling Loads of Metal Shear Walls for Improving Their Energy Absorption Capacity

Modifying the Shear Buckling Loads of Metal Shear Walls for Improving Their Energy Absorption Capacity Modfyng the Shear Bucklng Loads of Metal Shear Walls for Improvng Ther Energy Absorpton Capacty S. Shahab, M. Mrtaher, R. Mrzaefa and H. Baha 3,* George W. Woodruff School of Mechancal Engneerng, Georga

More information

829. An adaptive method for inertia force identification in cantilever under moving mass

829. An adaptive method for inertia force identification in cantilever under moving mass 89. An adaptve method for nerta force dentfcaton n cantlever under movng mass Qang Chen 1, Mnzhuo Wang, Hao Yan 3, Haonan Ye 4, Guola Yang 5 1,, 3, 4 Department of Control and System Engneerng, Nanng Unversty,

More information

Additional Codes using Finite Difference Method. 1 HJB Equation for Consumption-Saving Problem Without Uncertainty

Additional Codes using Finite Difference Method. 1 HJB Equation for Consumption-Saving Problem Without Uncertainty Addtonal Codes usng Fnte Dfference Method Benamn Moll 1 HJB Equaton for Consumpton-Savng Problem Wthout Uncertanty Before consderng the case wth stochastc ncome n http://www.prnceton.edu/~moll/ HACTproect/HACT_Numercal_Appendx.pdf,

More information

Lecture 8 Modal Analysis

Lecture 8 Modal Analysis Lecture 8 Modal Analyss 16.0 Release Introducton to ANSYS Mechancal 1 2015 ANSYS, Inc. February 27, 2015 Chapter Overvew In ths chapter free vbraton as well as pre-stressed vbraton analyses n Mechancal

More information

The Two-scale Finite Element Errors Analysis for One Class of Thermoelastic Problem in Periodic Composites

The Two-scale Finite Element Errors Analysis for One Class of Thermoelastic Problem in Periodic Composites 7 Asa-Pacfc Engneerng Technology Conference (APETC 7) ISBN: 978--6595-443- The Two-scale Fnte Element Errors Analyss for One Class of Thermoelastc Problem n Perodc Compostes Xaoun Deng Mngxang Deng ABSTRACT

More information

FINITE DIFFERENCE ANALYSIS OF CURVED DEEP BEAMS ON WINKLER FOUNDATION

FINITE DIFFERENCE ANALYSIS OF CURVED DEEP BEAMS ON WINKLER FOUNDATION VOL. 6, NO. 3, MARCH 0 ISSN 89-6608 006-0 Asan Research Publshng Network (ARPN). All rghts reserved. FINITE DIFFERENCE ANALYSIS OF CURVED DEEP BEAMS ON WINKLER FOUNDATION Adel A. Al-Azzaw and Al S. Shaker

More information

Study on Active Micro-vibration Isolation System with Linear Motor Actuator. Gong-yu PAN, Wen-yan GU and Dong LI

Study on Active Micro-vibration Isolation System with Linear Motor Actuator. Gong-yu PAN, Wen-yan GU and Dong LI 2017 2nd Internatonal Conference on Electrcal and Electroncs: echnques and Applcatons (EEA 2017) ISBN: 978-1-60595-416-5 Study on Actve Mcro-vbraton Isolaton System wth Lnear Motor Actuator Gong-yu PAN,

More information

Design and Analysis of Landing Gear Mechanic Structure for the Mine Rescue Carrier Robot

Design and Analysis of Landing Gear Mechanic Structure for the Mine Rescue Carrier Robot Sensors & Transducers 214 by IFSA Publshng, S. L. http://www.sensorsportal.com Desgn and Analyss of Landng Gear Mechanc Structure for the Mne Rescue Carrer Robot We Juan, Wu Ja-Long X an Unversty of Scence

More information

NON-CENTRAL 7-POINT FORMULA IN THE METHOD OF LINES FOR PARABOLIC AND BURGERS' EQUATIONS

NON-CENTRAL 7-POINT FORMULA IN THE METHOD OF LINES FOR PARABOLIC AND BURGERS' EQUATIONS IJRRAS 8 (3 September 011 www.arpapress.com/volumes/vol8issue3/ijrras_8_3_08.pdf NON-CENTRAL 7-POINT FORMULA IN THE METHOD OF LINES FOR PARABOLIC AND BURGERS' EQUATIONS H.O. Bakodah Dept. of Mathematc

More information

Transactions of the VŠB Technical University of Ostrava, Mechanical Series. article No. 1907

Transactions of the VŠB Technical University of Ostrava, Mechanical Series. article No. 1907 Transactons of the VŠB Techncal Unversty of Ostrava, Mechancal Seres No., 0, vol. LVIII artcle No. 907 Marek NIKODÝM *, Karel FYDÝŠEK ** FINITE DIFFEENCE METHOD USED FO THE BEAMS ON ELASTIC FOUNDATION

More information

NON LINEAR ANALYSIS OF STRUCTURES ACCORDING TO NEW EUROPEAN DESIGN CODE

NON LINEAR ANALYSIS OF STRUCTURES ACCORDING TO NEW EUROPEAN DESIGN CODE October 1-17, 008, Bejng, Chna NON LINEAR ANALYSIS OF SRUCURES ACCORDING O NEW EUROPEAN DESIGN CODE D. Mestrovc 1, D. Czmar and M. Pende 3 1 Professor, Dept. of Structural Engneerng, Faculty of Cvl Engneerng,

More information

COMPARISON OF SOME RELIABILITY CHARACTERISTICS BETWEEN REDUNDANT SYSTEMS REQUIRING SUPPORTING UNITS FOR THEIR OPERATIONS

COMPARISON OF SOME RELIABILITY CHARACTERISTICS BETWEEN REDUNDANT SYSTEMS REQUIRING SUPPORTING UNITS FOR THEIR OPERATIONS Avalable onlne at http://sck.org J. Math. Comput. Sc. 3 (3), No., 6-3 ISSN: 97-537 COMPARISON OF SOME RELIABILITY CHARACTERISTICS BETWEEN REDUNDANT SYSTEMS REQUIRING SUPPORTING UNITS FOR THEIR OPERATIONS

More information

Annexes. EC.1. Cycle-base move illustration. EC.2. Problem Instances

Annexes. EC.1. Cycle-base move illustration. EC.2. Problem Instances ec Annexes Ths Annex frst llustrates a cycle-based move n the dynamc-block generaton tabu search. It then dsplays the characterstcs of the nstance sets, followed by detaled results of the parametercalbraton

More information

Parametric fractional imputation for missing data analysis. Jae Kwang Kim Survey Working Group Seminar March 29, 2010

Parametric fractional imputation for missing data analysis. Jae Kwang Kim Survey Working Group Seminar March 29, 2010 Parametrc fractonal mputaton for mssng data analyss Jae Kwang Km Survey Workng Group Semnar March 29, 2010 1 Outlne Introducton Proposed method Fractonal mputaton Approxmaton Varance estmaton Multple mputaton

More information

Difference Equations

Difference Equations Dfference Equatons c Jan Vrbk 1 Bascs Suppose a sequence of numbers, say a 0,a 1,a,a 3,... s defned by a certan general relatonshp between, say, three consecutve values of the sequence, e.g. a + +3a +1

More information

Influence of longitudinal and transverse bulkheads on ship grounding resistance and damage size

Influence of longitudinal and transverse bulkheads on ship grounding resistance and damage size Proceedngs of the ICCGS 2016 15-18 June, 2016 Unversty of Ulsan, Ulsan, Korea Influence of longtudnal and transverse bulkheads on shp groundng resstance and damage sze Martn Henvee 1), Krstjan Tabr 1),

More information

Application of B-Spline to Numerical Solution of a System of Singularly Perturbed Problems

Application of B-Spline to Numerical Solution of a System of Singularly Perturbed Problems Mathematca Aeterna, Vol. 1, 011, no. 06, 405 415 Applcaton of B-Splne to Numercal Soluton of a System of Sngularly Perturbed Problems Yogesh Gupta Department of Mathematcs Unted College of Engneerng &

More information

On a direct solver for linear least squares problems

On a direct solver for linear least squares problems ISSN 2066-6594 Ann. Acad. Rom. Sc. Ser. Math. Appl. Vol. 8, No. 2/2016 On a drect solver for lnear least squares problems Constantn Popa Abstract The Null Space (NS) algorthm s a drect solver for lnear

More information

CSci 6974 and ECSE 6966 Math. Tech. for Vision, Graphics and Robotics Lecture 21, April 17, 2006 Estimating A Plane Homography

CSci 6974 and ECSE 6966 Math. Tech. for Vision, Graphics and Robotics Lecture 21, April 17, 2006 Estimating A Plane Homography CSc 6974 and ECSE 6966 Math. Tech. for Vson, Graphcs and Robotcs Lecture 21, Aprl 17, 2006 Estmatng A Plane Homography Overvew We contnue wth a dscusson of the major ssues, usng estmaton of plane projectve

More information

Chapter - 2. Distribution System Power Flow Analysis

Chapter - 2. Distribution System Power Flow Analysis Chapter - 2 Dstrbuton System Power Flow Analyss CHAPTER - 2 Radal Dstrbuton System Load Flow 2.1 Introducton Load flow s an mportant tool [66] for analyzng electrcal power system network performance. Load

More information

Principles of Food and Bioprocess Engineering (FS 231) Solutions to Example Problems on Heat Transfer

Principles of Food and Bioprocess Engineering (FS 231) Solutions to Example Problems on Heat Transfer Prncples of Food and Boprocess Engneerng (FS 31) Solutons to Example Problems on Heat Transfer 1. We start wth Fourer s law of heat conducton: Q = k A ( T/ x) Rearrangng, we get: Q/A = k ( T/ x) Here,

More information

The Expectation-Maximization Algorithm

The Expectation-Maximization Algorithm The Expectaton-Maxmaton Algorthm Charles Elan elan@cs.ucsd.edu November 16, 2007 Ths chapter explans the EM algorthm at multple levels of generalty. Secton 1 gves the standard hgh-level verson of the algorthm.

More information

Appendix B. The Finite Difference Scheme

Appendix B. The Finite Difference Scheme 140 APPENDIXES Appendx B. The Fnte Dfference Scheme In ths appendx we present numercal technques whch are used to approxmate solutons of system 3.1 3.3. A comprehensve treatment of theoretcal and mplementaton

More information

Code_Aster. Identification of the model of Weibull

Code_Aster. Identification of the model of Weibull Verson Ttre : Identfcaton du modèle de Webull Date : 2/09/2009 Page : /8 Responsable : PARROT Aurore Clé : R70209 Révson : Identfcaton of the model of Webull Summary One tackles here the problem of the

More information

HEAT TRANSFER THROUGH ANNULAR COMPOSITE FINS

HEAT TRANSFER THROUGH ANNULAR COMPOSITE FINS Journal of Mechancal Engneerng and Technology (JMET) Volume 4, Issue 1, Jan-June 2016, pp. 01-10, Artcle ID: JMET_04_01_001 Avalable onlne at http://www.aeme.com/jmet/ssues.asp?jtype=jmet&vtype=4&itype=1

More information

High resolution entropy stable scheme for shallow water equations

High resolution entropy stable scheme for shallow water equations Internatonal Symposum on Computers & Informatcs (ISCI 05) Hgh resoluton entropy stable scheme for shallow water equatons Xaohan Cheng,a, Yufeng Ne,b, Department of Appled Mathematcs, Northwestern Polytechncal

More information

2 Finite difference basics

2 Finite difference basics Numersche Methoden 1, WS 11/12 B.J.P. Kaus 2 Fnte dfference bascs Consder the one- The bascs of the fnte dfference method are best understood wth an example. dmensonal transent heat conducton equaton T

More information

By Dr. Erkan KARACABEY 1 Dr. Cem BALTACIOĞLU 2 and Dr. Erdoğan KÜÇÜÖNER 1

By Dr. Erkan KARACABEY 1 Dr. Cem BALTACIOĞLU 2 and Dr. Erdoğan KÜÇÜÖNER 1 Optmzaton of ol uptake of predred and deep-fat-fred fred carrot slces as a functon of process condtons By Dr. Erkan KARACABEY 1 Dr. Cem BALTACIOĞLU 2 and Dr. Erdoğan KÜÇÜÖNER 1 1 Food Engneerng Deparment,

More information

Modal Strain Energy Decomposition Method for Damage Detection of an Offshore Structure Using Modal Testing Information

Modal Strain Energy Decomposition Method for Damage Detection of an Offshore Structure Using Modal Testing Information Thrd Chnese-German Jont Symposum on Coastal and Ocean Engneerng Natonal Cheng Kung Unversty, Tanan November 8-16, 2006 Modal Stran Energy Decomposton Method for Damage Detecton of an Offshore Structure

More information

Lecture 21: Numerical methods for pricing American type derivatives

Lecture 21: Numerical methods for pricing American type derivatives Lecture 21: Numercal methods for prcng Amercan type dervatves Xaoguang Wang STAT 598W Aprl 10th, 2014 (STAT 598W) Lecture 21 1 / 26 Outlne 1 Fnte Dfference Method Explct Method Penalty Method (STAT 598W)

More information

Uncertainty in measurements of power and energy on power networks

Uncertainty in measurements of power and energy on power networks Uncertanty n measurements of power and energy on power networks E. Manov, N. Kolev Department of Measurement and Instrumentaton, Techncal Unversty Sofa, bul. Klment Ohrdsk No8, bl., 000 Sofa, Bulgara Tel./fax:

More information

EVALUATION OF THE VISCO-ELASTIC PROPERTIES IN ASPHALT RUBBER AND CONVENTIONAL MIXES

EVALUATION OF THE VISCO-ELASTIC PROPERTIES IN ASPHALT RUBBER AND CONVENTIONAL MIXES EVALUATION OF THE VISCO-ELASTIC PROPERTIES IN ASPHALT RUBBER AND CONVENTIONAL MIXES Manuel J. C. Mnhoto Polytechnc Insttute of Bragança, Bragança, Portugal E-mal: mnhoto@pb.pt Paulo A. A. Perera and Jorge

More information

Global Sensitivity. Tuesday 20 th February, 2018

Global Sensitivity. Tuesday 20 th February, 2018 Global Senstvty Tuesday 2 th February, 28 ) Local Senstvty Most senstvty analyses [] are based on local estmates of senstvty, typcally by expandng the response n a Taylor seres about some specfc values

More information

Module 9. Lecture 6. Duality in Assignment Problems

Module 9. Lecture 6. Duality in Assignment Problems Module 9 1 Lecture 6 Dualty n Assgnment Problems In ths lecture we attempt to answer few other mportant questons posed n earler lecture for (AP) and see how some of them can be explaned through the concept

More information

Optimum Design of Steel Frames Considering Uncertainty of Parameters

Optimum Design of Steel Frames Considering Uncertainty of Parameters 9 th World Congress on Structural and Multdscplnary Optmzaton June 13-17, 211, Shzuoka, Japan Optmum Desgn of Steel Frames Consderng ncertanty of Parameters Masahko Katsura 1, Makoto Ohsak 2 1 Hroshma

More information

is the calculated value of the dependent variable at point i. The best parameters have values that minimize the squares of the errors

is the calculated value of the dependent variable at point i. The best parameters have values that minimize the squares of the errors Multple Lnear and Polynomal Regresson wth Statstcal Analyss Gven a set of data of measured (or observed) values of a dependent varable: y versus n ndependent varables x 1, x, x n, multple lnear regresson

More information

Analytical and Numerical Analysis of Free Bulge Tube Hydroforming

Analytical and Numerical Analysis of Free Bulge Tube Hydroforming Amercan Journal of Appled Scences 5 (8): 97-979, 8 ISSN 546-939 8 Scence Publcatons Analytcal and Numercal Analyss of Free Bulge Tube Hydroformng F. Djavanrood, M. Ghesary and H. Zogh-shal Department of

More information

OFF-AXIS MECHANICAL PROPERTIES OF FRP COMPOSITES

OFF-AXIS MECHANICAL PROPERTIES OF FRP COMPOSITES ICAMS 204 5 th Internatonal Conference on Advanced Materals and Systems OFF-AXIS MECHANICAL PROPERTIES OF FRP COMPOSITES VLAD LUPĂŞTEANU, NICOLAE ŢĂRANU, RALUCA HOHAN, PAUL CIOBANU Gh. Asach Techncal Unversty

More information

Solving Nonlinear Differential Equations by a Neural Network Method

Solving Nonlinear Differential Equations by a Neural Network Method Solvng Nonlnear Dfferental Equatons by a Neural Network Method Luce P. Aarts and Peter Van der Veer Delft Unversty of Technology, Faculty of Cvlengneerng and Geoscences, Secton of Cvlengneerng Informatcs,

More information

A Local Variational Problem of Second Order for a Class of Optimal Control Problems with Nonsmooth Objective Function

A Local Variational Problem of Second Order for a Class of Optimal Control Problems with Nonsmooth Objective Function A Local Varatonal Problem of Second Order for a Class of Optmal Control Problems wth Nonsmooth Objectve Functon Alexander P. Afanasev Insttute for Informaton Transmsson Problems, Russan Academy of Scences,

More information

STATIC OPTIMIZATION: BASICS

STATIC OPTIMIZATION: BASICS STATIC OPTIMIZATION: BASICS 7A- Lecture Overvew What s optmzaton? What applcatons? How can optmzaton be mplemented? How can optmzaton problems be solved? Why should optmzaton apply n human movement? How

More information

Basic Statistical Analysis and Yield Calculations

Basic Statistical Analysis and Yield Calculations October 17, 007 Basc Statstcal Analyss and Yeld Calculatons Dr. José Ernesto Rayas Sánchez 1 Outlne Sources of desgn-performance uncertanty Desgn and development processes Desgn for manufacturablty A general

More information

IC Engine Flow Simulation using KIVA code and A Modified Reynolds Stress Turbulence Model

IC Engine Flow Simulation using KIVA code and A Modified Reynolds Stress Turbulence Model IC Engne Flow Smulaton usng KIVA code and A Modfed Reynolds Stress Turbulence Model Satpreet Nanda and S.L. Yang Mechancal Engneerng-Engneerng Mechancs Department Mchgan Technologcal Unversty Houghton,

More information

Assessment of Site Amplification Effect from Input Energy Spectra of Strong Ground Motion

Assessment of Site Amplification Effect from Input Energy Spectra of Strong Ground Motion Assessment of Ste Amplfcaton Effect from Input Energy Spectra of Strong Ground Moton M.S. Gong & L.L Xe Key Laboratory of Earthquake Engneerng and Engneerng Vbraton,Insttute of Engneerng Mechancs, CEA,

More information

STATIC ANALYSIS OF TWO-LAYERED PIEZOELECTRIC BEAMS WITH IMPERFECT SHEAR CONNECTION

STATIC ANALYSIS OF TWO-LAYERED PIEZOELECTRIC BEAMS WITH IMPERFECT SHEAR CONNECTION STATIC ANALYSIS OF TWO-LERED PIEZOELECTRIC BEAMS WITH IMPERFECT SHEAR CONNECTION Ákos József Lengyel István Ecsed Assstant Lecturer Emertus Professor Insttute of Appled Mechancs Unversty of Mskolc Mskolc-Egyetemváros

More information

VQ widely used in coding speech, image, and video

VQ widely used in coding speech, image, and video at Scalar quantzers are specal cases of vector quantzers (VQ): they are constraned to look at one sample at a tme (memoryless) VQ does not have such constrant better RD perfomance expected Source codng

More information

New Method for Solving Poisson Equation. on Irregular Domains

New Method for Solving Poisson Equation. on Irregular Domains Appled Mathematcal Scences Vol. 6 01 no. 8 369 380 New Method for Solvng Posson Equaton on Irregular Domans J. Izadan and N. Karamooz Department of Mathematcs Facult of Scences Mashhad BranchIslamc Azad

More information

A New Refinement of Jacobi Method for Solution of Linear System Equations AX=b

A New Refinement of Jacobi Method for Solution of Linear System Equations AX=b Int J Contemp Math Scences, Vol 3, 28, no 17, 819-827 A New Refnement of Jacob Method for Soluton of Lnear System Equatons AX=b F Naem Dafchah Department of Mathematcs, Faculty of Scences Unversty of Gulan,

More information

4DVAR, according to the name, is a four-dimensional variational method.

4DVAR, according to the name, is a four-dimensional variational method. 4D-Varatonal Data Assmlaton (4D-Var) 4DVAR, accordng to the name, s a four-dmensonal varatonal method. 4D-Var s actually a drect generalzaton of 3D-Var to handle observatons that are dstrbuted n tme. The

More information

Research on Route guidance of logistic scheduling problem under fuzzy time window

Research on Route guidance of logistic scheduling problem under fuzzy time window Advanced Scence and Technology Letters, pp.21-30 http://dx.do.org/10.14257/astl.2014.78.05 Research on Route gudance of logstc schedulng problem under fuzzy tme wndow Yuqang Chen 1, Janlan Guo 2 * Department

More information

In this section is given an overview of the common elasticity models.

In this section is given an overview of the common elasticity models. Secton 4.1 4.1 Elastc Solds In ths secton s gven an overvew of the common elastcty models. 4.1.1 The Lnear Elastc Sold The classcal Lnear Elastc model, or Hooean model, has the followng lnear relatonshp

More information