Numerical and experimental investigation on shot-peening induced deformation. Application to sheet metal forming.

Size: px
Start display at page:

Download "Numerical and experimental investigation on shot-peening induced deformation. Application to sheet metal forming."

Transcription

1 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN Numerical and exerimental investigation on shot-eening induced deformation. Alication to sheet metal forming. Florent Cochennec 1, Emmanuelle Rouhaud 1, Lionel Roucoules 1, Bruno Flan 2. 1 University of technology of Troyes, Charles Delaunay Institute FRE 2848, Laboratory of Mechanical Systems and Concurrent Engineering. 12, rue Marie Curie BP26 11 TROYES Cedex FRANCE. 2 Sisson Lehmann Wheelabrator grou. 24, rue Camille Didier BP39 8 Charleville- Mezieres Cedex FRANCE. ABSTRACT The een forming rocess is commonly used in the aeronautical industry to form large wing skin anels. This rocess resents many advantages in terms of cost, roduction time, and beneficial induced residual stresses. Setting the accurate rocess arameters to form a given attern requires however a certain exerience and sometimes many trials and errors. The authors roose to model the shot eening induced deformations by elastically equilibrating the real lastic strain gradient resent in the whole structure. A comlete numerical and exerimental rotocol is roosed to determine the lastic strain gradient assuming the knowledge of some exerimental data. The roosed aroach consists in determining the lastic strain field by inverse calculation based on exerimentally measured residual stresses fields. A second aroach is based on the inverse calculation of shot eening induced lastic strains knowing the global deformation of the treated sheet. A comarison between the roosed aroaches alied to artially treated sheets is resented along with exerimental data. The numerical results are in good agreement with exerimental data and show the strong influence of the eening ath on the resulting global deformations of the treated samles. INTRODUCTION Shot-eening rocesses have been used for more than fifty years to imrove the mechanical behaviour of mechanical comonents. It consists in imacting the surface of the treated art with many steel shots, which induces a lastic strain flow and a corresonding comressive residual stress state under the surface of the comonent (Lu et al., 1991). The induced residual stresses are not suosed to modify the geometry of the art, because it is confined to the surface but it can nevertheless imly a distortion of the structure deending on its geometry, due to the global equilibrium of stresses. The een forming rocess itself is alied to metal sheets to form comlex metallic anels with local reeated imacts of shots on the surface (O Hara, 22). It is mainly used to form large wing skin anels in the aeronautic industry. This forming rocess offers many advantages: the manufacturing requires no dies or resses, comlex sheets metal can be treated and beneficial mechanical erformance can be obtained (Baughman, 1984). While its alication to form aeronautical comonents dates from over fifty years, the choice of eening arameters still deends on the manufacturing oerator knowledge and trial and

2 This document was resented at the Denver X-ray Conference (DXC) on Alications of X-ray Analysis. Sonsored by the International Centre for Diffraction Data (ICDD). This document is rovided by ICDD in cooeration with the authors and resenters of the DXC for the exress urose of educating the scientific community. All coyrights for the document are retained by ICDD. Usage is restricted for the uroses of education and scientific research. DXC Website ICDD Website -

3 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN error tests (Yamada et al., 22). Numerical models have also been roosed to redict the effects of shot-eening on the geometry of the treated arts (Levers and Prior, 1998). These models are generally based on an exerimental calibration of a user-defined equivalent load that is able to model the final distortion of the shot-eened art. The scoe of the resented work is to investigate the lastic strain field in shot-eened metallic lates in different treatment cases. A numerical rocedure based on the introduction of initial lastic strain gradients is roosed to model the deformations of shot-eened lates. Aluminum alloy lates have been shot-eened and the measurement of the resulting residual stresses and distortions has been carried out for comarison with numerical modeling. After the definition of exerimental cases, this aer deals with numerical identification of lastic strain fields along the treated samles. Finally, the numerical results are comared for validation to exerimental measurements. EXPERIMENTAL DATA 224T3 aluminum alloy laminated lates of different thicknesses have been shot-eened without constrain under the same eening conditions. All the eened lates have been cut out from the same material batch. The eening treatment was erformed with air comressed eening machine. The lates have been totally or artially shot eened. The lates deflections have been measured using a three dimensional measurement machine. The geometry of the treated lates and the defined eening aths are given in Figures 1.a and 2.a for artially and totally shot-eened cases. The resulting distortions are lotted in Figures 1 and 2. These distortions resent an imortant variation in the toology itself deending on whether the lates are thick or thin. The distortions show that for thick totally shot-eened lates, the eening ath has no influence on the toology of the shae while for thin lates the shae deends strongly on the eening ath direction. 2 mm Peening direction 5 mm 3 mm a. Illustration of the geometries of the artially shot-eened lates.

4 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN , Deth (mm) -,2 -,4 -, , -,5-1, -1,5-2, -,8-1, Measured - Normal to eening direction -1,2-2,5-3, -3,5 Measured - Normal to eening direction -4, b. 5 mm thick shot-eened late. c. 2 mm thick shot-eened late. Figure 1. Illustration of the artially shot-eened cases and resulting distortions. 2 mm -1, a. Illustration of the geometries of the totally shot-eened lates , -,5 3 mm ,5-2, -2, , -3,5-4, Measured - Normal to eening direction Measured - Normal to eening direction b. 5 mm thick shot-eened late. c. 2 mm thick shot-eened late. Figure 2. Illustration of the totally shot-eened cases and resulting distortions. The in-deth residual stress rofiles were measured using the incremental hole-drilling method and have been comleted by surface measurements of the stresses by X-ray diffraction in the eening ath direction. The microstrains induced by the drilled hole have been measured with strain gages and a finite element rocedure has been secifically develoed to comute the residual stresses. This finite element treatment relies on the numerical introduction of an initial lastic strain field in order to simulate the real comlete residual stress state of the structure. Then, the drilling is simulated on the modeled structure submitted to an unknown lastic strain field and the microstrains induced by the drilling are calculated. Then, an inverse calculation is made to comute the lastic strain field that induced the measured microstrains rofiles. This rotocol insures that the comuted residual stresses resect the equilibrium conditions of the whole structure. This is esecially imortant for calculating the correct residual stresses field in the artially shot-eened lates.

5 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN The X-ray diffraction analysis has been done using the classical sin²(ψ) method, the diffracted lattice lane being the {3 1 1} lane. The in-deth residual stresses rofiles are given in Figure 3 for the eening cases defined above. The residual stresses measured in the artially shot-eened relatively thick secimen (see Figure 3.a) show a similar form between eening and normal to eening directions while those measured in relatively thin secimen (see Figure 3.b) show a strong difference between these two directions, which confirms the observations made on the distortions of these lates. The microstrains evaluated with the drilling of the 5 mm thick totally shot-eened secimen resented an indeendence are the same in all the direction on the surface. The comutation of the residual stresses has thus been done under an axisymmetric assumtion (see Figure 3.b). Residual stress (MPa) 1 5, , -2, -3, -4, Normal to eening direction Peening direction Deth (mm) Peening direction - Xray diffraction -5, Residual stress (MPa) , -,5-1, -1,5 Normal to eening direction Peening direction Deth (mm) Xray difraction - Peening direction a. 5 mm thick artially shot-eened late. b. 2 mm thick artially shot-eened late. Residual stress (MPa) 2-2, Deth (mm) Post-treated in-lane isotroic stress X-ray diffraction c. 5 mm thick totally shot-eened late. Figure 3. Residual stresses measured for the different eening cases. NUMERICAL IDENTIFICATION OF PLASTIC STRAIN GRADIENTS The scoe of the numerical study is to comute the deflections associated to the material accommodation of the incomatible lastic strain field induced by the rocess. The lastic strain field is suosed to be unchanged after shot-eening, i.e. no lastic flow occurs after releasing the samles. The roblem can then be treated in elasticity and the knowledge of the geometric domain, the residual stresses and the elastic characteristics of the samle rovides the existence and uniqueness of the solution (Bérest et al., 23).

6 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN Let us consider a structure with a free surface of normal z that resents a suerficial lastic zone induced by shot-eening. The lastic strain tensor is assumed to take the form: ε xx ~ ε = ε (1) yy ( ε + ε ) xx yy T The total strain tensor ~ ε can be decomosed additively in its elastic and lastic arts: ~ T e ε = ~ ε + ~ ε (2) The ~ lastic flow induced by the reeated imacts, reresented by the strain tensor field ε, and the total strain field ~ ε T are taken as the unknown of the roblem. The generalized Hooke s law lets us exress the elastic tensor field in function of the residual stresses under the following form: ~ R T ~ T σ = λ tr( ~ ε ) I + 2µε~ 2µ ~ ε (3) The total strain tensor must resect the comatibility equations which are, in the case of a numerical resolution using a finite element method, imlicitly verified by the condition of connectivity of the nodes describing the structure. The comatibility conditions, accomanied by the knowledge of residual stresses in the structure, are then sufficient to determine the lastic strain tensor and the resulting total strain tensor. The ~ equivalent roblem is treated as an initial strain roblem. The lastic strain field ε induced by the reeated imacts is numerically introduced in a z-olynomial form: 2 ε = ( z ).( A z + A z + A ) xx ε = ( z ).( B z + B z + B ) yy 2 1 ε = ε ε zz xx yy (4) Where is the lastic deth and A, A 1, A 2, B, B 1, B 2 are real coefficients. The secified boundary conditions are only symmetry conditions. The gravity is neglected in all cases. While little strains assumtion is made, the roblem is treated by using corotational reference frames in order to take large dislacements into account. A unique relation exists between the incomatible art of the lastic strains and the residual stresses, so the coefficients, A, A 1, A 2, B, B 1, B 2 can be identified by inverse calculation while comaring the simulated and measured residual stresses. Another way to comute the in-lane reartition of lastic strains is to iteratively comare the simulated and measured deflections under some assumtions. The relationshi between the distortion of the late and residual stresses being not unique, it is necessary to fix some of the coefficients of the z-olynomial form. The choice has been made to fix seudo-arbitrarily the real coefficients, A 1, A 2, B 1, B 2 of equation (4). The inverse calculation of the A and B coefficient can then be made by comaring the

7 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN simulated and measured distortions. The identified lastic strains are, in such a case, qualitatively interesting for the investigation of the in-lane direction deendency of the lastic strains induced by shot-eening. RESULTS The lastic strain gradients have been identified with the measured residual stresses rofiles. The identified lastic strains rofiles are not deending of the in-lane directions for the 5 mm thick artially shot-eened cases while strong differences are observed for the 2 mm thick secimen. The resulting simulated deflections are lotted in Figure 4 and comared with the measured deflections. The lastic strains gradients identified from the distortion measurement of the lates are lotted in Figure 5 for the 5 mm and 2 mm thick artially shot-eened cases , Deth (mm) -,2 -, ,6-6 -,8 Measured - Normal to eening direction -1, Simulated - Normal to eening direction -1,2-8 Simulated - Normal to eening direction -1 Measured - Normal to eening direction -12 a. 5 mm thick artially shot-eened late. b. 2 mm thick artially shot-eened late , -,5-1, -1,5-2, -2,5-3, -3,5-4, Measured - Normal to eening direction Simulated - Normal to eening direction c. 5 mm thick totally shot-eened late. Figure 4. Comarison of the measured and simulated distortions for the different eening cases. Inverse calculation based on measured residual stresses.

8 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN Plastic strain,7,6 Simulated - Normal to eening direction Plastic strain,12,1 Simulated - Normal to eening direction,5,8,4,3,6,2,4,1,2,,1,2,3,4 Deth (mm),, -,1 -,2 -,3 -,4 Deth (mm) a. 5 mm thick artially shot-eened late. b. 2 mm thick artially shot-eened late. Figure 5. Identified lastic strains gradients. Inverse calculation based on measured distortions. DISCUSSION The resented numerical model gives good results for thick shot-eened lates. In this case the same lastic strains gradients exists in all directions of the lane, the curvatures and residual stresses being deendent of the geometrical characteristics of the samles and of the eening treatment. The results obtained for thin shot-eened lates differ from the exerimental observations. The identified lastic strains rofiles lotted in Figure 5.b show indeed a strong difference between eening direction and normal to eening direction. Such a trend is observed while identifying lastic strains by comaring measured distortions or measured residual stresses. The deflections shown in Figure 4.b are calculated with lastic strains that are directly identified to the measured residual stresses. This leads to large errors committed on the simulated distortions. In Figure 5.b, the lastic strains are directly identified to the measured distortions under the assumtion of the form of its gradients along the deth of the late. This leads to large errors on the estimation of the in-lane stress reartition along the surface of the late. The exerimental observations that can be made on thin totally shot-eened lates show that the lastic flow is largely oriented in the normal to eening direction (see Figure 2.c). Then, it can be assumed that the lastic strains identified from the measurement of the residual stresses in the deth of the late are satisfying. The hyothesis of homogeneity of the lastic strains along the eening stri has then to be revised by further exerimental and numerical investigations. CONCLUSION A ertinent numerical model has been established for the simulation of the distortions induced by shot-eening. The numerical results are in good agreement with exerimental measurements for relatively thick secimens. It shows that such lates resent an in-lane isotroic behavior in terms of lastic strains, residual stresses and curvatures. The results obtained for relatively thin lates are in oor agreement with exerimental measurements. It shows nevertheless a strong biaxiality of the mechanical fields induced by the reeated imacts. Cylindrical shaes have indeed been obtained while eening such thin lates

9 Coyright JCPDS-International Centre for Diffraction Data 29 ISSN without constraining devices. Further numerical and exerimental investigations will be run in order to evaluate the gradient of lastic strain that can exist along the eening stris, which could lead to a bad rediction of the final distortion of the treated lates. The numerical model will be alied to more comlex sheet geometries to show its alicability to real een forming industrial roblems. ACKNOLEDGEMENT This Ph-D research work was suorted in art by Conseil Régional Chamagne- Ardenne (district grant) and the Euroean Social Fund. REFERENCES Baughman D. L. (1984) An overview of een forming technology. Proceedings of the ICSP2, Chicago. Bérest, P., Vouille G. (23). C. R. Mecanique Korsunski A.M., Regino G., Nowell D. (24). Variational determination of eigenstrain sources of residual stress. Proceedings of the Intl. Conf. on Comutational and Exerimental Engng and Sci, Madeira. Korsunsky A.M. (25). On the Modelling of Residual Stresses Due to Surface Peening Using Eigenstrain Distributions. Journal of Strain Analysis, 4 (8) Lu J., Flavenot J.F., Lieurade H.P. (1991) Intégration des notions de contraintes résiduelles dans les bureaux d études, démarche globale. In Les contraintes résiduelles au bureau d études. Senlis : CETIM. ISBN Levers A., Prior A. (1998) Finite element analysis of shot eening. In Journal of Materials Processing Technology. 8: O Hara P. (22) Peen-forming A develoing technique. Proceedings of the ICSP8, Garmisch-Partenkirchen. Yamada T., Takahashi T. et al. (22) Develoment of Shot Peening for Wing Integral Skin for Continental Business Jets. In Mitsubishi Heavy Industries Technical Review. 39 (2):

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

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

Pressure-sensitivity Effects on Toughness Measurements of Compact Tension Specimens for Strain-hardening Solids

Pressure-sensitivity Effects on Toughness Measurements of Compact Tension Specimens for Strain-hardening Solids American Journal of Alied Sciences (9): 19-195, 5 ISSN 1546-939 5 Science Publications Pressure-sensitivity Effects on Toughness Measurements of Comact Tension Secimens for Strain-hardening Solids Abdulhamid

More information

Churilova Maria Saint-Petersburg State Polytechnical University Department of Applied Mathematics

Churilova Maria Saint-Petersburg State Polytechnical University Department of Applied Mathematics Churilova Maria Saint-Petersburg State Polytechnical University Deartment of Alied Mathematics Technology of EHIS (staming) alied to roduction of automotive arts The roblem described in this reort originated

More information

ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE BARCELONA PLASTIC DAMAGE MODEL

ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE BARCELONA PLASTIC DAMAGE MODEL XII International Conerence on Comutational Plasticity. Fundamentals and Alications COMPLAS XII E. Oñate, D.R.J. Owen, D. Peric and B. Suárez (Eds) ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE

More information

INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL

INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL Symosium on Ice (26) INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL Mohamed O. ElSeify and Thomas G. Brown University of Calgary, Calgary, Canada ABSTRACT Current ice rubble load

More information

Characterization of Material Parameters

Characterization of Material Parameters Proceedings of the World Congress on Engineering 29 Vol II WCE 29, July 1-3, 29, London, U.K. Characterization of Material Parameters S. M. Humayun Kabir, Tae-In Yeo, Sang-Ho Kim Abstract The resent work

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

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

MODELING THE RELIABILITY OF C4ISR SYSTEMS HARDWARE/SOFTWARE COMPONENTS USING AN IMPROVED MARKOV MODEL

MODELING THE RELIABILITY OF C4ISR SYSTEMS HARDWARE/SOFTWARE COMPONENTS USING AN IMPROVED MARKOV MODEL Technical Sciences and Alied Mathematics MODELING THE RELIABILITY OF CISR SYSTEMS HARDWARE/SOFTWARE COMPONENTS USING AN IMPROVED MARKOV MODEL Cezar VASILESCU Regional Deartment of Defense Resources Management

More information

THE INFLUENCE OF DISLOCATION DENSITY ON THE BEHAVIOUR OF CRYSTALLINE MATERIALS

THE INFLUENCE OF DISLOCATION DENSITY ON THE BEHAVIOUR OF CRYSTALLINE MATERIALS THE PUBLISHING HOUSE PROCEEDINGS OF THE ROMANIAN ACADEMY, Series A, OF THE ROMANIAN ACADEMY Volume 7, Number 4/6, 358 365 THE INFLUENCE OF DISLOCATION DENSITY ON THE BEHAVIOUR OF CRYSTALLINE MATERIALS

More information

Theoretical and Numerical Analysis for the Design of a Safety Barrier as Road Restraint System

Theoretical and Numerical Analysis for the Design of a Safety Barrier as Road Restraint System ANALELE UNIVERSITĂłII EFTIMIE MURGU REŞIłA ANUL XVII, NR. 1, 010, ISSN 145-797 Constantin Vasile Bîtea, Gabriel Jiga Theoretical and Numerical Analysis for the Design of a Safety Barrier as Road Restraint

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

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

Shadow Computing: An Energy-Aware Fault Tolerant Computing Model

Shadow Computing: An Energy-Aware Fault Tolerant Computing Model Shadow Comuting: An Energy-Aware Fault Tolerant Comuting Model Bryan Mills, Taieb Znati, Rami Melhem Deartment of Comuter Science University of Pittsburgh (bmills, znati, melhem)@cs.itt.edu Index Terms

More information

A General Damage Initiation and Evolution Model (DIEM) in LS-DYNA

A General Damage Initiation and Evolution Model (DIEM) in LS-DYNA 9th Euroean LS-YNA Conference 23 A General amage Initiation and Evolution Model (IEM) in LS-YNA Thomas Borrvall, Thomas Johansson and Mikael Schill, YNAmore Nordic AB Johan Jergéus, Volvo Car Cororation

More information

SAMARIS. Draft report

SAMARIS. Draft report SAMARIS Work Package 5 - Performance based secifications Selection and evaluation of models for rediction of ermanent deformations of unbound granular materials in road avements Draft reort Pierre Hornych

More information

SHAPE OPTOMIZATION OF H-BEAM FLANGE FOR MAXIMUM PLASTIC ENERGY DISSIPATION

SHAPE OPTOMIZATION OF H-BEAM FLANGE FOR MAXIMUM PLASTIC ENERGY DISSIPATION The Fourth China-Jaan-Korea Joint Symosium on Otimization of Structural and Mechanical Systems Kunming, Nov. 6-9, 2006, China SHAPE OPTOMIZATION OF H-BEAM FLANGE FOR MAXIMUM PLASTIC ENERGY DISSIPATION

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

Deformation Effect Simulation and Optimization for Double Front Axle Steering Mechanism

Deformation Effect Simulation and Optimization for Double Front Axle Steering Mechanism 0 4th International Conference on Comuter Modeling and Simulation (ICCMS 0) IPCSIT vol. (0) (0) IACSIT Press, Singaore Deformation Effect Simulation and Otimization for Double Front Axle Steering Mechanism

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

The effect of dynamic bending moments on the ratchetting behavior of stainless steel pressurized piping elbows

The effect of dynamic bending moments on the ratchetting behavior of stainless steel pressurized piping elbows International Journal of echanical Engineering and Alications 2014; 2(2): 31-37 Published online ay 30, 2014 (htt://www.scienceublishinggrou.com/j/ijmea) doi: 10.11648/j.ijmea.20140202.12 The effect of

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

Finite Element Analysis of V-Bending of Polypropylene Using Hydrostatic-Pressure-Dependent Plastic Constitutive Equation*

Finite Element Analysis of V-Bending of Polypropylene Using Hydrostatic-Pressure-Dependent Plastic Constitutive Equation* Materials Transactions, Vol. 48, No. 1 (7). 6 to 664 #7 The Jaan Society for Technology of Plasticity Finite Element Analysis of V-Bending of Polyroylene Using Hydrostatic-Pressure-Deendent Plastic onstitutive

More information

GBT (GENERALISED BEAM THEORY)-BASED ELASTIC - PLASTIC POST-BUCKLING ANALYSIS OF STAINLESS STEEL THIN-WALLED MEMBERS

GBT (GENERALISED BEAM THEORY)-BASED ELASTIC - PLASTIC POST-BUCKLING ANALYSIS OF STAINLESS STEEL THIN-WALLED MEMBERS 4 TH INTERNATIONAL EXERTS SEMINAR STAINLESS STEEL IN STRUCTURES ASCOT, UK, 6-7 DECEMBER 2012 (GENERALISED BEAM THEORY)-BASED ELASTIC - LASTIC OST-BUCKLING ANALYSIS OF STAINLESS STEEL THIN-WALLED MEMBERS

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

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

Numerical simulation of bird strike in aircraft leading edge structure using a new dynamic failure model

Numerical simulation of bird strike in aircraft leading edge structure using a new dynamic failure model Numerical simulation of bird strike in aircraft leading edge structure using a new dynamic failure model Q. Sun, Y.J. Liu, R.H, Jin School of Aeronautics, Northwestern Polytechnical University, Xi an 710072,

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

A Comparison between Biased and Unbiased Estimators in Ordinary Least Squares Regression

A Comparison between Biased and Unbiased Estimators in Ordinary Least Squares Regression Journal of Modern Alied Statistical Methods Volume Issue Article 7 --03 A Comarison between Biased and Unbiased Estimators in Ordinary Least Squares Regression Ghadban Khalaf King Khalid University, Saudi

More information

Implementation of an Isotropic Elastic-Viscoplastic Model for Soft Soils using COMSOL Multiphysics

Implementation of an Isotropic Elastic-Viscoplastic Model for Soft Soils using COMSOL Multiphysics Imlementation of an Isotroic Elastic-Viscolastic Model for Soft Soils using COMSOL Multihysics M. Olsson 1,, T. Wood 1,, C. Alén 1 1 Division of GeoEngineering, Chalmers University of Technology, Gothenburg,

More information

Application of Automated Ball Indentation for Property Measurement of Degraded Zr2.5Nb

Application of Automated Ball Indentation for Property Measurement of Degraded Zr2.5Nb Journal of Minerals & Materials Characterization & Engineering, Vol. 10, No.7,.661-669, 011 jmmce.org Printed in the USA. All rights reserved Alication of Automated Ball Indentation for Proerty Measurement

More information

A J estimation scheme for surface cracks in piping welds

A J estimation scheme for surface cracks in piping welds 2th International Conference on Structural Mechanics in Reactor Technology (SMiRT 2) Esoo, Finland, August 9-14, 29 SMiRT 2-Division II, Paer 1672 A J estimation scheme for surface cracks in iing welds

More information

A compression line for soils with evolving particle and pore size distributions due to particle crushing

A compression line for soils with evolving particle and pore size distributions due to particle crushing Russell, A. R. (2011) Géotechnique Letters 1, 5 9, htt://dx.doi.org/10.1680/geolett.10.00003 A comression line for soils with evolving article and ore size distributions due to article crushing A. R. RUSSELL*

More information

Analysis of cold rolling a more accurate method

Analysis of cold rolling a more accurate method Analysis of cold rolling a more accurate method 1.1 Rolling of stri more accurate slab analysis The revious lecture considered an aroximate analysis of the stri rolling. However, the deformation zone in

More information

RE-ORIENTATION OF ORTHOTROPIC AXES IN SHEET METAL USING A DEVELOPED METHOD BASED ON A SIMPLE SEMI GEOMETRICAL MODEL

RE-ORIENTATION OF ORTHOTROPIC AXES IN SHEET METAL USING A DEVELOPED METHOD BASED ON A SIMPLE SEMI GEOMETRICAL MODEL U.P.B. Sci. Bull., Series D, Vol. 75, Iss. 4, 2013 ISSN 1454-2358 RE-ORIENTATION OF ORTHOTROPIC AXES IN SHEET META USING A DEVEOPED METHOD BASED ON A SIMPE SEMI GEOMETRICA MODE Mohammad ZEHSAZ 1, Hadi

More information

Adam Paweł Zaborski. 8 Plasticity. reloading. 1. Bauschinger s effect. 2. unchanged yielding limit. 3. isotropic hardening

Adam Paweł Zaborski. 8 Plasticity. reloading. 1. Bauschinger s effect. 2. unchanged yielding limit. 3. isotropic hardening 8 lasticity Introduction Definitions loading/unloading/reloading words commonly used in lasticity lastic strain a ermanent strain that doesn t vanish after unloading, lastically assive rocess a rocess

More information

SIMULATED ANNEALING AND JOINT MANUFACTURING BATCH-SIZING. Ruhul SARKER. Xin YAO

SIMULATED ANNEALING AND JOINT MANUFACTURING BATCH-SIZING. Ruhul SARKER. Xin YAO Yugoslav Journal of Oerations Research 13 (003), Number, 45-59 SIMULATED ANNEALING AND JOINT MANUFACTURING BATCH-SIZING Ruhul SARKER School of Comuter Science, The University of New South Wales, ADFA,

More information

STRESS-STRAIN-DILATANCY RELATIONSHIPS OF NORMALLY CONSOLIDATED DHAKA CLAY

STRESS-STRAIN-DILATANCY RELATIONSHIPS OF NORMALLY CONSOLIDATED DHAKA CLAY International Journal of GEOMATE, Nov., 28 Vol.5, Issue 5,.88-94 Geotec., Const. Mat. & Env., DOI: htts://doi.org/.266/28.5.7332 ISSN: 286-2982 (Print), 286-299 (Online), Jaan STRESS-STRAIN-DILATANCY RELATIONSHIPS

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

PREDICTION MODEL FOR BURR FORMATION

PREDICTION MODEL FOR BURR FORMATION PREDICTION MODEL FOR BURR FORMATION Prof. Dr.-Ing. habil. Hans-Michael Beier FHTW Berlin Berlin, Germany dr.beier@beier-entgrattechnik.de Dil.-Ing. Reinhard Nothnagel Dr. Beier-Entgrattechnik Altlandsberg,

More information

Numerical simulation of sheet metal forming using anisotropic strain-rate potentials

Numerical simulation of sheet metal forming using anisotropic strain-rate potentials Numerical simulation of sheet metal forming using anisotroic strain-rate otentials Meziane Rabahallah, Salima Bouvier, Tudor Balan, Brigitte Bacroix To cite this version: Meziane Rabahallah, Salima Bouvier,

More information

On the rotation of orthotropic axes under uniaxial off-axis tension in sheet metals

On the rotation of orthotropic axes under uniaxial off-axis tension in sheet metals 64 ISSN 39-07. MECHANIKA. 03 Volume 9(3): 64-68 On the rotation of orthotroic axes under uniaxial off-axis tension in sheet metals Mohammad Zehsaz*, Hadi Mehdiour**, Alireza Alimohammadi*** *Deartment

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

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

arxiv: v1 [physics.data-an] 26 Oct 2012

arxiv: v1 [physics.data-an] 26 Oct 2012 Constraints on Yield Parameters in Extended Maximum Likelihood Fits Till Moritz Karbach a, Maximilian Schlu b a TU Dortmund, Germany, moritz.karbach@cern.ch b TU Dortmund, Germany, maximilian.schlu@cern.ch

More information

On the Prediction of Material Failure in LS-DYNA : A Comparison Between GISSMO and DIEM

On the Prediction of Material Failure in LS-DYNA : A Comparison Between GISSMO and DIEM 13 th International LS-YNA Users Conference Session: Constitutive Modeling On the Prediction of Material Failure in LS-YNA : A Comarison Between GISSMO and IEM Filie Andrade¹, Markus Feucht², Andre Haufe¹

More information

International Journalof Fatigue

International Journalof Fatigue International Journal of Fatigue 29 (2007) 1634 1646 International Journalof Fatigue www.elsevier.com/locate/ijfatigue Variable amlitude fatigue crack growth, exerimental results and modeling R. Hamam

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

Developing A Deterioration Probabilistic Model for Rail Wear

Developing A Deterioration Probabilistic Model for Rail Wear International Journal of Traffic and Transortation Engineering 2012, 1(2): 13-18 DOI: 10.5923/j.ijtte.20120102.02 Develoing A Deterioration Probabilistic Model for Rail Wear Jabbar-Ali Zakeri *, Shahrbanoo

More information

Research of power plant parameter based on the Principal Component Analysis method

Research of power plant parameter based on the Principal Component Analysis method Research of ower lant arameter based on the Princial Comonent Analysis method Yang Yang *a, Di Zhang b a b School of Engineering, Bohai University, Liaoning Jinzhou, 3; Liaoning Datang international Jinzhou

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

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

Maximum Entropy and the Stress Distribution in Soft Disk Packings Above Jamming

Maximum Entropy and the Stress Distribution in Soft Disk Packings Above Jamming Maximum Entroy and the Stress Distribution in Soft Disk Packings Above Jamming Yegang Wu and S. Teitel Deartment of Physics and Astronomy, University of ochester, ochester, New York 467, USA (Dated: August

More information

RATE-DEPENDENT MECHANICAL BEHAVIOR OF CFRP LAMINATES UNDER COMPRESSION LOADING

RATE-DEPENDENT MECHANICAL BEHAVIOR OF CFRP LAMINATES UNDER COMPRESSION LOADING RATE-DEPENDENT MECHANICAL BEHAVIOR OF CFRP LAMINATES UNDER COMPRESSION LOADING R. M. Guedes 1,, P. H. Magalhães, F. Ferreira 3 and J. L. Morais 4 1 Deartamento de Engenharia Mecânica e Gestão Industrial,

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

The Numerical Simulation of Gas Turbine Inlet-Volute Flow Field

The Numerical Simulation of Gas Turbine Inlet-Volute Flow Field World Journal of Mechanics, 013, 3, 30-35 doi:10.436/wjm.013.3403 Published Online July 013 (htt://www.scir.org/journal/wjm) The Numerical Simulation of Gas Turbine Inlet-Volute Flow Field Tao Jiang 1,

More information

Validation of a new anisotropic yield criterion through bulge test

Validation of a new anisotropic yield criterion through bulge test 1 Validation of a new anisotroic yield criterion through bulge test Prof. Dr.-Ing. D. Banabic, Dil.-Ing. G. A. Cosovici, Dil.-Ing. D.S. Comsa Technical University of Cluj-Naoca, Romania Dr.-Ing. S. Wagner,

More information

CHAPTER 5 STATISTICAL INFERENCE. 1.0 Hypothesis Testing. 2.0 Decision Errors. 3.0 How a Hypothesis is Tested. 4.0 Test for Goodness of Fit

CHAPTER 5 STATISTICAL INFERENCE. 1.0 Hypothesis Testing. 2.0 Decision Errors. 3.0 How a Hypothesis is Tested. 4.0 Test for Goodness of Fit Chater 5 Statistical Inference 69 CHAPTER 5 STATISTICAL INFERENCE.0 Hyothesis Testing.0 Decision Errors 3.0 How a Hyothesis is Tested 4.0 Test for Goodness of Fit 5.0 Inferences about Two Means It ain't

More information

Numerical Simulation and Experimental of Residual Stress Field of SAE1070 Spring Steel Induced by Laster Shock

Numerical Simulation and Experimental of Residual Stress Field of SAE1070 Spring Steel Induced by Laster Shock Research Journal of Alied Sciences, Engineering and Technology 5(20): 4869-4877, 203 ISSN: 2040-7459; e-issn: 2040-7467 Maxwell Scientific Organization, 203 Submitted: Setember 27, 202 Acceted: November,

More information

Use of Transformations and the Repeated Statement in PROC GLM in SAS Ed Stanek

Use of Transformations and the Repeated Statement in PROC GLM in SAS Ed Stanek Use of Transformations and the Reeated Statement in PROC GLM in SAS Ed Stanek Introduction We describe how the Reeated Statement in PROC GLM in SAS transforms the data to rovide tests of hyotheses of interest.

More information

Evaluation of straightening capacity of plate roll straightener

Evaluation of straightening capacity of plate roll straightener J. Cent. South Univ. (0) 9: 477 48 DOI: 0.007/s77 0 99 4 Evaluation of straightening caacity of late roll straightener WANG Yong qin( 王勇勤 ), LIU Zhi fang( 刘志芳 ), YAN Xing chun( 严兴春 ) State Key Laboratory

More information

Geo-E2010 Advanced Soil Mechanics L Wojciech Sołowski. 07 March 2017

Geo-E2010 Advanced Soil Mechanics L Wojciech Sołowski. 07 March 2017 Geo-E2010 Advanced Soil Mechanics L Wojciech Sołowski 07 March 2017 Soil modeling: critical state soil mechanics and Modified Cam Clay model Outline 1. Refresh of the theory of lasticity 2. Critical state

More information

Development of self-adaptively loading for planetary roller traction-drive transmission

Development of self-adaptively loading for planetary roller traction-drive transmission Available online www.jocr.com Journal of Chemical and Pharmaceutical Research, 013, 5(9):498-506 Research Article ISSN : 0975-7384 CODEN(USA) : JCPRC5 Develoment of self-adatively loading for lanetary

More information

A NUMERICAL MODEL OF FINITE DIFFERENCE (F.D) FOR DYNAMIC PILE DRIVING

A NUMERICAL MODEL OF FINITE DIFFERENCE (F.D) FOR DYNAMIC PILE DRIVING A NUMERICAL MODEL OF FINITE DIFFERENCE (F.D) FOR DYNAMIC PILE DRIVING *Amir Taban 1, Masoud Mirmohammad Sadeghi 2 and Mohammad Ali Roshan Zamir 3 1 Deartment of Civil Engineering, Isfahan (Khorasgan) Branch,

More information

Lower Confidence Bound for Process-Yield Index S pk with Autocorrelated Process Data

Lower Confidence Bound for Process-Yield Index S pk with Autocorrelated Process Data Quality Technology & Quantitative Management Vol. 1, No.,. 51-65, 15 QTQM IAQM 15 Lower onfidence Bound for Process-Yield Index with Autocorrelated Process Data Fu-Kwun Wang * and Yeneneh Tamirat Deartment

More information

NUMERICAL ANALYSIS OF THE IMPACT OF THE INLET AND OUTLET JETS FOR THE THERMAL STRATIFICATION INSIDE A STORAGE TANK

NUMERICAL ANALYSIS OF THE IMPACT OF THE INLET AND OUTLET JETS FOR THE THERMAL STRATIFICATION INSIDE A STORAGE TANK NUMERICAL ANALYSIS OF HE IMAC OF HE INLE AND OULE JES FOR HE HERMAL SRAIFICAION INSIDE A SORAGE ANK A. Zachár I. Farkas F. Szlivka Deartment of Comuter Science Szent IstvÆn University Æter K. u.. G d llı

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

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

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

Hydrogen-assisted stress corrosion cracking simulation using the stress-modified fracture strain model

Hydrogen-assisted stress corrosion cracking simulation using the stress-modified fracture strain model Journal of Mechanical Science and Technology 26 (8) (2012) 2631~2638 www.sringerlink.com/content/1738-494x DOI 10.1007/s12206-012-0642-x Hydrogen-assisted stress corrosion cracking simulation using the

More information

SEISMIC PERFORMANCE LIMITS OF THE SKYWAY PIERS FOR THE NEW EAST BAY SPANS OF THE SAN FRANCISCO-OAKLAND BAY BRIDGE

SEISMIC PERFORMANCE LIMITS OF THE SKYWAY PIERS FOR THE NEW EAST BAY SPANS OF THE SAN FRANCISCO-OAKLAND BAY BRIDGE SEISMIC PERFORMANCE LIMITS OF THE SKYWAY PIERS FOR THE NEW EAST BAY SPANS OF THE SAN FRANCISCO-OAKLAND BAY BRIDGE Eric M. HINES Frieder SEIBLE Ph.D., Structural Engineer, LeMessurier Consultants, 675 Massachusetts

More information

Using a Computational Intelligence Hybrid Approach to Recognize the Faults of Variance Shifts for a Manufacturing Process

Using a Computational Intelligence Hybrid Approach to Recognize the Faults of Variance Shifts for a Manufacturing Process Journal of Industrial and Intelligent Information Vol. 4, No. 2, March 26 Using a Comutational Intelligence Hybrid Aroach to Recognize the Faults of Variance hifts for a Manufacturing Process Yuehjen E.

More information

AN EVALUATION OF A SIMPLE DYNAMICAL MODEL FOR IMPACTS BETWEEN RIGID OBJECTS

AN EVALUATION OF A SIMPLE DYNAMICAL MODEL FOR IMPACTS BETWEEN RIGID OBJECTS XIX IMEKO World Congress Fundamental and Alied Metrology Setember 6, 009, Lisbon, Portugal AN EVALUATION OF A SIMPLE DYNAMICAL MODEL FOR IMPACTS BETWEEN RIGID OBJECTS Erik Molino Minero Re, Mariano Lóez,

More information

PARAMETER IDENTIFICATION OF ADVANCED PLASTIC POTENTIALS AND IMPACT ON PLASTIC ANISOTROPY PREDICTION

PARAMETER IDENTIFICATION OF ADVANCED PLASTIC POTENTIALS AND IMPACT ON PLASTIC ANISOTROPY PREDICTION PARAMETER IDENTIFICATION OF ADVANCED PLASTIC POTENTIALS AND IMPACT ON PLASTIC ANISOTROPY PREDICTION Meziane Rabahallah, Tudor Balan, Salima Bouvier, Brigitte Bacroix, Frédéric Barlat, Kwansoo Chung, Cristian

More information

Exact Solutions in Finite Compressible Elasticity via the Complementary Energy Function

Exact Solutions in Finite Compressible Elasticity via the Complementary Energy Function Exact Solutions in Finite Comressible Elasticity via the Comlementary Energy Function Francis Rooney Deartment of Mathematics University of Wisconsin Madison, USA Sean Eberhard Mathematical Institute,

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

A filter-based computational homogenization method for handling non-separated scales problems

A filter-based computational homogenization method for handling non-separated scales problems A filter-based comutational homogenization method for handling non-searated scales roblems Julien Yvonnet, Amen Tognevi, Guy Bonnet, Mohamed Guerich To cite this version: Julien Yvonnet, Amen Tognevi,

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

Temperature, current and doping dependence of non-ideality factor for pnp and npn punch-through structures

Temperature, current and doping dependence of non-ideality factor for pnp and npn punch-through structures Indian Journal of Pure & Alied Physics Vol. 44, December 2006,. 953-958 Temerature, current and doing deendence of non-ideality factor for n and nn unch-through structures Khurshed Ahmad Shah & S S Islam

More information

CFD AS A DESIGN TOOL FOR FLUID POWER COMPONENTS

CFD AS A DESIGN TOOL FOR FLUID POWER COMPONENTS CFD AS A DESIGN TOOL FOR FLUID POWER COMPONENTS M. BORGHI - M. MILANI Diartimento di Scienze dell Ingegneria Università degli Studi di Modena Via Cami, 213/b 41100 Modena E-mail: borghi@omero.dsi.unimo.it

More information

Energy-Absorbing Capacity of Cellular Textile Composites: Modeling and Optimization

Energy-Absorbing Capacity of Cellular Textile Composites: Modeling and Optimization Energy-Absorbing Caacity of Cellular Textile Comosites: Modeling and Otimization T.X. Yu, P. Xue and X.M. Tao Deartment of Mechanical Engineering, Hong Kong University of Science and Technology, Clear

More information

Domain Dynamics in a Ferroelastic Epilayer on a Paraelastic Substrate

Domain Dynamics in a Ferroelastic Epilayer on a Paraelastic Substrate Y. F. Gao Z. Suo Mechanical and Aerosace Engineering Deartment and Princeton Materials Institute, Princeton University, Princeton, NJ 08544 Domain Dynamics in a Ferroelastic Eilayer on a Paraelastic Substrate

More information

Flow Efficiency in Multi-Louvered Fins

Flow Efficiency in Multi-Louvered Fins University of Illinois at Urbana-Chamaign Air Conditioning and Refrigeration Center A National Science oundation/university Cooerative Research Center low Efficiency in Multi-ouvered ins X. Zhang and D.

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

An Investigation on the Numerical Ill-conditioning of Hybrid State Estimators

An Investigation on the Numerical Ill-conditioning of Hybrid State Estimators An Investigation on the Numerical Ill-conditioning of Hybrid State Estimators S. K. Mallik, Student Member, IEEE, S. Chakrabarti, Senior Member, IEEE, S. N. Singh, Senior Member, IEEE Deartment of Electrical

More information

The reciprocal effects of bending and torsion on springback during 3D bending of profiles

The reciprocal effects of bending and torsion on springback during 3D bending of profiles Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 207 (2017) 2322 2327 International Conference on the Technology of Plasticity, ICTP 2017, 17-22 Setember 2017, Cambridge, United

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

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

FORMAL DEFINITION OF TOLERANCING IN CAD AND METROLOGY

FORMAL DEFINITION OF TOLERANCING IN CAD AND METROLOGY P. SERRÉ, A. CLÉENT, A. RIVIÈRE FORAL DEFINITION OF TOLERANCING IN CAD AND ETROLOGY Abstract: Our aim is to unify mathematically the secification and the metrological verification of a given geometrical

More information

New Schedulability Test Conditions for Non-preemptive Scheduling on Multiprocessor Platforms

New Schedulability Test Conditions for Non-preemptive Scheduling on Multiprocessor Platforms New Schedulability Test Conditions for Non-reemtive Scheduling on Multirocessor Platforms Technical Reort May 2008 Nan Guan 1, Wang Yi 2, Zonghua Gu 3 and Ge Yu 1 1 Northeastern University, Shenyang, China

More information

Hotelling s Two- Sample T 2

Hotelling s Two- Sample T 2 Chater 600 Hotelling s Two- Samle T Introduction This module calculates ower for the Hotelling s two-grou, T-squared (T) test statistic. Hotelling s T is an extension of the univariate two-samle t-test

More information

PARTIAL FACE RECOGNITION: A SPARSE REPRESENTATION-BASED APPROACH. Luoluo Liu, Trac D. Tran, and Sang Peter Chin

PARTIAL FACE RECOGNITION: A SPARSE REPRESENTATION-BASED APPROACH. Luoluo Liu, Trac D. Tran, and Sang Peter Chin PARTIAL FACE RECOGNITION: A SPARSE REPRESENTATION-BASED APPROACH Luoluo Liu, Trac D. Tran, and Sang Peter Chin Det. of Electrical and Comuter Engineering, Johns Hokins Univ., Baltimore, MD 21218, USA {lliu69,trac,schin11}@jhu.edu

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

A Study on Calculation of Rutting Depth of Pavement Asphalt Concrete Layer In Under Vietnam Conditions

A Study on Calculation of Rutting Depth of Pavement Asphalt Concrete Layer In Under Vietnam Conditions A Study on alculation of Rutting Deth of Pavement Ashalt oncrete Layer In Under Vietnam onditions ao-thang Pham Le-Qui-Don Tecnical University, Vietnam. Hoang-Long Nguyen University of Transort Technology,

More information

An Improved Calibration Method for a Chopped Pyrgeometer

An Improved Calibration Method for a Chopped Pyrgeometer 96 JOURNAL OF ATMOSPHERIC AND OCEANIC TECHNOLOGY VOLUME 17 An Imroved Calibration Method for a Choed Pyrgeometer FRIEDRICH FERGG OtoLab, Ingenieurbüro, Munich, Germany PETER WENDLING Deutsches Forschungszentrum

More information

IMPACT MODELS AND COEFFICIENT OF RESTITUTION: A REVIEW

IMPACT MODELS AND COEFFICIENT OF RESTITUTION: A REVIEW IMPACT MODELS AND COEFFICIENT OF RESTITUTION: A REVIEW M. Ahmad 1, K.A. Ismail 2 and F. Mat 1 1 School of Mechatronic Engineering, Universiti Malaysia Perlis (UniMAP), Kamus Alam Pauh Putra, Arau, Perlis,

More information

General Linear Model Introduction, Classes of Linear models and Estimation

General Linear Model Introduction, Classes of Linear models and Estimation Stat 740 General Linear Model Introduction, Classes of Linear models and Estimation An aim of scientific enquiry: To describe or to discover relationshis among events (variables) in the controlled (laboratory)

More information

Mobility-Induced Service Migration in Mobile. Micro-Clouds

Mobility-Induced Service Migration in Mobile. Micro-Clouds arxiv:503054v [csdc] 7 Mar 205 Mobility-Induced Service Migration in Mobile Micro-Clouds Shiiang Wang, Rahul Urgaonkar, Ting He, Murtaza Zafer, Kevin Chan, and Kin K LeungTime Oerating after ossible Deartment

More information

Evaluating Process Capability Indices for some Quality Characteristics of a Manufacturing Process

Evaluating Process Capability Indices for some Quality Characteristics of a Manufacturing Process Journal of Statistical and Econometric Methods, vol., no.3, 013, 105-114 ISSN: 051-5057 (rint version), 051-5065(online) Scienress Ltd, 013 Evaluating Process aability Indices for some Quality haracteristics

More information