Benchmark Simulation Results: Channel Draw/Cylindrical Cup 2-Stage Test (Benchmark 3)

Size: px
Start display at page:

Download "Benchmark Simulation Results: Channel Draw/Cylindrical Cup 2-Stage Test (Benchmark 3)"

Transcription

1 Benchmark Simulation Results: Channel Draw/Cylindrical Cup 2-Stage Test (Benchmark 3) Thaweepat Buranathiti and Jian Cao * Department of Mechanical Engineering, Northwestern University, Evanston, Illinois 628. * Corresponding author. Tel.: ; Fax: ; jcao@northwestern.edu INTRODUCTION In this third benchmark of NUMISHEET25, there is only one model participated. The following cover sheet (Table C-1) is reproduced and numbered BM3.8. The cover sheets provide participant information, computer code name, basic model information, and computation time. The readers are encouraged to review the cover sheet together with the figures to study the benchmark. Parameters of interest in this benchmark study are the punch load curve during stage 1 forming, sidewall curl radius after stage 1, major and minor true strains after stage 1, residual stresses through the sheet thickness after stage 1 unloading, the punch load curve during stage 2 forming, and true stresses and strains after stage 2 at particular locations. The participating submission is compared to experimental data corresponding to each material (AKDQ, DP6, HSLA5, and AL622-T4). It is noted that there is no analysis report of this benchmark problem. Fig. C1 Fig. C2 Fig. C3 Fig. C4 Fig. C5 Figs. C6-C7 Figs. C8-C9 Figs. C1-C13 Figs. C14-C15 Figs. C16-C19 Punch loading curves during stage 1 forming for AKDQ and DP6. Punch loading curves during stage 1 forming for HSLA5 and AL622-T4. Sidewall curl radius (mm) after stage 1 forming. Major true strain at P3 after stage 1 forming. Minor true strain at P3 after stage 1 forming. Residual stress (MPa) through sheet thickness after stage 1 forming. Punch loading curve during stage 2 forming for specimen A True stresses and net true strains along X and Y at P4 after stage 2 forming for specimen A Punch loading curve during stage 2 forming for specimen B True stresses and net true strains along X and Y at P4 after stage 2 forming for specimen B 1121

2 Table C-1: NUMISHEET 25 Benchmark 3: BM3.8 Channel Draw/Cylindrical Cup 2-Stage Test Benchmark participant: Affiliation: Address: Phone number: Fax number: Name of the FEM code: General aspects of the code: Basic formulations: Element/Mesh technology: Number of elements: Type of elements: CPU type: CPU clock speed: Number of CPU 1 Main memory: Operating system: CPU-Time: L. F. Menezes, J.L. Alves, A.J. Baptista and M.C. Oliveira Departament of Mechanical Engineering, FCTUC, University of Coimbra Polo II, Pinhal de Marrocos, Coimbra, Portugal luis.menezes@dem.uc.pt, jlalves@dem.uminho.pt, antonio.baptista@dem.uc.pt, marta.oliveira@dem.uc.pt DD3IMP Fully implicit (single iterative loop to treat non-linear elastoplasticity and contact with friction) Elasto-plastic formulation with isotropic and kinematic hardening, several yield criteria and an augmented Lagrangian approach to treat contact with friction (Coulomb's law); tools modelled by Bézier surfaces Phase 1: 192 FE, 322 nodes; Phase 2: About 87 FE, 12 nodes Isoparametric 3D brick elements with selective reduced integration technique Intel Pentium GHz 2. GB RDRAM Windows XP Phase 1: About 1 hours; Phase 2: About 78 hours Which type of draw bead is used in your draw simulation, line bead (1) or physical bead (2)? Enter 1 or 2 in Column B: 2 Describe the material model that is used for each metal (Include model parameters if different from the Standard Material File) Yield Function/Plastic Potential AKDQ 3 DP 6 3 HSLA 5 3 AL 622-T4 3 Hardening Law (Isotropic/or form of Kinematic) AKDQ 1 DP 6 1 HSLA 5 1 AL 622-T4 1 Stress-Strain Relation AKDQ 2 DP 6 2 HSLA 5 2 AL 622-T

3 Remarks: Due to material and part symmetry in Phase 1 only one quarter of the total part was simulated. For similar reasons, in Phase 2 only one half of the total part was simulated. The washer was not considered in the simulation of Phase 2. Instead the tool geometry was corrected according with the washer thickness. The friction coefficient considered for Phase 2 is the value recommend for each material. The sheet is discretized with 3 FE layers throughout thickness in both phases. Since the sidewall curl is not constant the value reported was evaluated for Point 3. Phase 1 delivered strain values correspond to eigenvalues 1 and 2. Stress values are in the global X and Y directions (X-In plane TD, Y -In plane RD). Phase 2 delevered strain and stress values are in the global X and Y directions (X-In plane TD, Y -In plane RD). Strain values corresponds to the accumulated (Phase 1+Phase 2) values. 1123

4 Stage Punch load (kn) (AKDQ) (DP6) BM3.8 (AKDQ) BM3.8 (DP6) Punch displacement (mm) Figure C-1: Punch loading curves during stage 1 forming for AKDQ and DP6. Stage Punch load (kn) (HSLA5) (AL622-T4) BM3.8 (HSLA5) BM3.8 (AL622-T4) Punch displacement (mm) Figure C-2: Punch loading curves during stage 1 forming for HSLA5 and AL622-T

5 After Stage 1 BM Sidewall Curl Radius (mm) AKDQ DP6 HSLA5 AL622-T4 Figure C-3: Sidewall curl radius (mm) after stage 1 forming After Stage 1 BM3.8 Major true strain at P AKDQ DP6 HSLA5 AL622-T4 Figure C-4: Major true strain at P3 after stage 1 forming. 1125

6 After Stage 1 BM Minor true strain at P AKDQ DP6 HSLA5 AL622-T4 Figure C-5: Minor true strain at P3 after stage 1 forming. X-dir. (AKDQ) X-dir. (DP6) Y-dir. (AKDQ) Y-dir. (DP6) Position along sheet thickness (mm) Residual stress (MPa) Figure C-6: Residual stress (MPa) through sheet thickness after stage 1 forming. 1126

7 X-dir. (HSLA5) X-dir. (AL622-T4) Y-dir. (HSLA5) Y-dir. (AL622-T4) Position along sheet thickness (mm) Residual stress (MPa) Figure C-7: Residual stress (MPa) through sheet thickness after stage 1 forming. Stage 2, Specimen A (AKDQ) (DP6) BM3.8 (AKDQ) BM3.8 (DP6) Punch load (kn) Punch displacement (mm) Figure C-8: Punch loading curve during stage 2 forming for specimen A for AKDQ and DP

8 Stage 2, Specimen A 6 5 (HSLA5) (AL622-T4) BM3.8 (HSLA5) BM3.8 (AL622-T4) Punch load (kn) Punch displacement (mm) Figure C-9: Punch loading curve during stage 2 forming for specimen A for HSLA5 and AL622-T4. Specimen A, Stage2 BM3.8 9 True stress along X at P4 (MPa) AKDQ DP6 HSLA5 AL622-T4 Figure C-1: True stress along X at P4 after stage 2 forming for specimen A. 1128

9 Specimen A, Stage2 16 BM3.8 True stress along Y at P4 (MPa) AKDQ DP6 HSLA5 AL622-T4 Figure C-11: True stress along Y at P4 after stage 2 forming for specimen A. Specimen A, Stage2.1 BM3.8 Net true strain along X at P AKDQ DP6 HSLA5 AL622-T4 Figure C-12: Net true strain along X at P4 after stage 2 forming for specimen A. 1129

10 Specimen A, Stage2.3 BM3.8 Net true strain along Y at P AKDQ DP6 HSLA5 AL622-T4 Figure C-13: Net true strain along Y at P4 after stage 2 forming for specimen A. Stage 2, Specimen B 12 1 (AKDQ) (DP6) BM3.8 (AKDQ) BM3.8 (DP6) Punch load (kn) Punch displacement (mm) Figure C-14: Punch loading curve during stage 2 forming for specimen B for AKDQ and DP6. 113

11 Stage 2, Specimen B (HSLA5) (AL622-T4) BM3.8 (HSLA5) BM3.8 (AL622-T4) Punch load (kn) Punch displacement (mm) Figure C-15: Punch loading curve during stage 2 forming for specimen B for HSLA5 and AL622-T4. Specimen B, Stage2 BM True stress along X at P4 (MPa) AKDQ DP6 HSLA5 AL622-T4 Figure C-16: True stress along X at P4 after stage 2 forming for specimen B. 1131

12 Specimen B, Stage2 9 BM3.8 True stress along Y at P4 (MPa) AKDQ DP6 HSLA5 AL622-T4 Figure C-17: True stress along Y at P4 after stage 2 forming for specimen B. Specimen B, Stage2.3 BM3.8 Net true strain along X at P AKDQ DP6 HSLA5 AL622-T4 Figure C-18: Net true strain along X at P4 after stage 2 forming for specimen B. 1132

13 Specimen B, Stage2 -.1 BM3.8 Net true strain along Y at P AKDQ DP6 HSLA5 AL622-T4 Figure C-19: Net true strain along Y at P4 after stage 2 forming for specimen B. 1133

Material parameter identification for the numerical simulation of deep-drawing drawing of aluminium alloys

Material parameter identification for the numerical simulation of deep-drawing drawing of aluminium alloys Material parameter identification for the numerical simulation of deep-drawing drawing of aluminium alloys B.M. Chaparro, J.M. Antunes, A.J. Baptista, D.M. Rodrigues,, J.V. Fernandes, L.F. Menezes M2D'26

More information

Formability assessment of a cup drawing under complex nonlinear strain paths

Formability assessment of a cup drawing under complex nonlinear strain paths Formability assessment of a cup drawing under complex nonlinear strain paths P.D. Barros 1, R.R. Amaral 2, M.C. Oliveira 1, A.D. Santos 2,3, J.L. Alves 4 and L.F. Menezes 1 1 CEMMPRE, Centre for Mechanical

More information

On Springback Prediction In Stamping Of AHSS BIW Components Utilizing Advanced Material Models

On Springback Prediction In Stamping Of AHSS BIW Components Utilizing Advanced Material Models On Springback Prediction In Stamping Of AHSS BIW Components Utilizing Advanced Material Models Ming F. Shi and Alex A. Konieczny United States Steel Corporation Introduction Origin of Springback AHSS Springback

More information

A Demonstrative Computer Session Using ADINA- Nonlinear Analysis

A Demonstrative Computer Session Using ADINA- Nonlinear Analysis Topic 22 A Demonstrative Computer Session Using ADINA- Nonlinear Analysis Contents: Use of ADINA for elastic-plastic analysis of a plate with a hole Computer laboratory demonstration-part II Selection

More information

Numerical simulation of sheet metal forming processes using a new yield criterion

Numerical simulation of sheet metal forming processes using a new yield criterion Key Engineering Materials Vol. 344 (007) pp. 833-840 online at http://www.scientific.net (007) Trans Tech Publications, Switzerland Numerical simulation of sheet metal forming processes using a new yield

More information

Computational Inelasticity FHLN05. Assignment A non-linear elasto-plastic problem

Computational Inelasticity FHLN05. Assignment A non-linear elasto-plastic problem Computational Inelasticity FHLN05 Assignment 2018 A non-linear elasto-plastic problem General instructions A written report should be submitted to the Division of Solid Mechanics no later than November

More information

Optimization of blank dimensions to reduce springback in the flexforming process

Optimization of blank dimensions to reduce springback in the flexforming process Journal of Materials Processing Technology 146 (2004) 28 34 Optimization of blank dimensions to reduce springback in the flexforming process Hariharasudhan Palaniswamy, Gracious Ngaile, Taylan Altan ERC

More information

Computational Inelasticity FHLN05. Assignment A non-linear elasto-plastic problem

Computational Inelasticity FHLN05. Assignment A non-linear elasto-plastic problem Computational Inelasticity FHLN05 Assignment 2017 A non-linear elasto-plastic problem General instructions A written report should be submitted to the Division of Solid Mechanics no later than October

More information

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium Example-3 Title Cylindrical Hole in an Infinite Mohr-Coulomb Medium Description The problem concerns the determination of stresses and displacements for the case of a cylindrical hole in an infinite elasto-plastic

More information

Numerical simulation of tensile tests of prestrained sheets

Numerical simulation of tensile tests of prestrained sheets Materials Science and Engineering A264 (1999) 130 138 Numerical simulation of tensile tests of prestrained sheets L.F. Menezes *, J.V. Fernandes, D.M. Rodrigues Departamento de Engenharia Mecânica, CEMUC,

More information

Course in. Geometric nonlinearity. Nonlinear FEM. Computational Mechanics, AAU, Esbjerg

Course in. Geometric nonlinearity. Nonlinear FEM. Computational Mechanics, AAU, Esbjerg Course in Nonlinear FEM Geometric nonlinearity Nonlinear FEM Outline Lecture 1 Introduction Lecture 2 Geometric nonlinearity Lecture 3 Material nonlinearity Lecture 4 Material nonlinearity it continued

More information

Analysis of a Casted Control Surface using Bi-Linear Kinematic Hardening

Analysis of a Casted Control Surface using Bi-Linear Kinematic Hardening Analysis of a Casted Control Surface using Bi-Linear Kinematic Hardening Abdul Manan Haroon A. Baluch AERO, P.O Box 91, Wah Cantt. 47040 Pakistan Abstract Control Surfaces or Fins are very essential parts

More information

Prediction of the bilinear stress-strain curve of engineering material by nanoindentation test

Prediction of the bilinear stress-strain curve of engineering material by nanoindentation test Prediction of the bilinear stress-strain curve of engineering material by nanoindentation test T.S. Yang, T.H. Fang, C.T. Kawn, G.L. Ke, S.Y. Chang Institute of Mechanical & Electro-Mechanical Engineering,

More information

CAEFEM v9.5 Information

CAEFEM v9.5 Information CAEFEM v9.5 Information Concurrent Analysis Corporation, 50 Via Ricardo, Thousand Oaks, CA 91320 USA Tel. (805) 375 1060, Fax (805) 375 1061 email: info@caefem.com or support@caefem.com Web: http://www.caefem.com

More information

DD3MAT - a code for yield criteria anisotropy parameters identification.

DD3MAT - a code for yield criteria anisotropy parameters identification. Journal of Physics: onference Series PAPER OPEN AESS DD3MA - a code for yield criteria anisotropy parameters identification. o cite this article: P D Barros et al 216 J. Phys.: onf. Ser. 734 3253 View

More information

Advanced Friction Modeling in Sheet Metal Forming

Advanced Friction Modeling in Sheet Metal Forming Advanced Friction Modeling in Sheet Metal Forming J.Hol 1,a, M.V. Cid Alfaro 2, T. Meinders 3, J. Huétink 3 1 Materials innovation institute (M2i), P.O. box 58, 26 GA Delft, The Netherlands 2 Tata Steel

More information

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Theoretical Manual Theoretical background to the Strand7 finite element analysis system Theoretical Manual Theoretical background to the Strand7 finite element analysis system Edition 1 January 2005 Strand7 Release 2.3 2004-2005 Strand7 Pty Limited All rights reserved Contents Preface Chapter

More information

Expansion of circular tubes by rigid tubes as impact energy absorbers: experimental and theoretical investigation

Expansion of circular tubes by rigid tubes as impact energy absorbers: experimental and theoretical investigation Expansion of circular tubes by rigid tubes as impact energy absorbers: experimental and theoretical investigation M Shakeri, S Salehghaffari and R. Mirzaeifar Department of Mechanical Engineering, Amirkabir

More information

ScienceDirect. Bauschinger effect during unloading of cold-rolled copper alloy sheet and its influence on springback deformation after U-bending

ScienceDirect. Bauschinger effect during unloading of cold-rolled copper alloy sheet and its influence on springback deformation after U-bending Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 81 (2014 ) 969 974 11th International Conference on Technology of Plasticity, ICTP 2014, 19-24 October 2014, Nagoya Congress

More information

ENGN 2290: Plasticity Computational plasticity in Abaqus

ENGN 2290: Plasticity Computational plasticity in Abaqus ENGN 229: Plasticity Computational plasticity in Abaqus The purpose of these exercises is to build a familiarity with using user-material subroutines (UMATs) in Abaqus/Standard. Abaqus/Standard is a finite-element

More information

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises Non-linear and time-dependent material models in Mentat & MARC Tutorial with Background and Exercises Eindhoven University of Technology Department of Mechanical Engineering Piet Schreurs July 7, 2009

More information

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases Georg Haasemann Conrad Kloß 1 AIMCAL Conference 2016 MOTIVATION Wrinkles in web handling system Loss of

More information

Plane Strain Test for Metal Sheet Characterization

Plane Strain Test for Metal Sheet Characterization Plane Strain Test for Metal Sheet Characterization Paulo Flores 1, Felix Bonnet 2 and Anne-Marie Habraken 3 1 DIM, University of Concepción, Edmundo Larenas 270, Concepción, Chile 2 ENS - Cachan, Avenue

More information

End forming of thin-walled tubes

End forming of thin-walled tubes Journal of Materials Processing Technology 177 (2006) 183 187 End forming of thin-walled tubes M.L. Alves a, B.P.P. Almeida b, P.A.R. Rosa b, P.A.F. Martins b, a Escola Superior de Tecnologia e Gestão

More information

Analysis of Tube End Formability of AA 2024 Tubes Using FEM

Analysis of Tube End Formability of AA 2024 Tubes Using FEM International Journal of Current Engineering and Technology, Vol.2, No.1 (March 2012) ISSN 2277-4106 Research Article Analysis of Tube End Formability of AA 2024 Tubes Using FEM Bharathi. P a*, Venkateswarlu.

More information

QUASI-STATIC AND DYNAMIC SIMULATION OF SHEET METAL FORMING PROCESSES USING LINEAR AND QUADRATIC SOLID- SHELL ELEMENTS

QUASI-STATIC AND DYNAMIC SIMULATION OF SHEET METAL FORMING PROCESSES USING LINEAR AND QUADRATIC SOLID- SHELL ELEMENTS Proceedings of the 6th International Conference on Mechanics and Materials in Design, Editors: J.F. Silva Gomes & S.A. Meguid, P.Delgada/Azores, 26-30 July 2015 PAPER REF: 5456 QUASI-STATIC AND DYNAMIC

More information

STRESS UPDATE ALGORITHM FOR NON-ASSOCIATED FLOW METAL PLASTICITY

STRESS UPDATE ALGORITHM FOR NON-ASSOCIATED FLOW METAL PLASTICITY STRESS UPDATE ALGORITHM FOR NON-ASSOCIATED FLOW METAL PLASTICITY Mohsen Safaei 1, a, Wim De Waele 1,b 1 Laboratorium Soete, Department of Mechanical Construction and Production, Ghent University, Technologiepark

More information

Nonlinear Finite Element Modeling of Nano- Indentation Group Members: Shuaifang Zhang, Kangning Su. ME 563: Nonlinear Finite Element Analysis.

Nonlinear Finite Element Modeling of Nano- Indentation Group Members: Shuaifang Zhang, Kangning Su. ME 563: Nonlinear Finite Element Analysis. ME 563: Nonlinear Finite Element Analysis Spring 2016 Nonlinear Finite Element Modeling of Nano- Indentation Group Members: Shuaifang Zhang, Kangning Su Department of Mechanical and Nuclear Engineering,

More information

MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY

MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY MATERIAL MECHANICS, SE2126 COMPUTER LAB 2 PLASTICITY PART A INTEGRATED CIRCUIT An integrated circuit can be thought of as a very complex maze of electronic components and metallic connectors. These connectors

More information

Simulation of the effect of DIE Radius on Deep Drawing Process

Simulation of the effect of DIE Radius on Deep Drawing Process Simulation the effect DIE Radius on Deep Drawing Process Kopanathi Gowtham, K.V.N.S. Srikanth & K.L.N. Murty CAD-CAM, Dept. Mechanical Engineering, Godavari Institute Engg. & Tech., Rajahmundry, India

More information

Constitutive models: Incremental plasticity Drücker s postulate

Constitutive models: Incremental plasticity Drücker s postulate Constitutive models: Incremental plasticity Drücker s postulate if consistency condition associated plastic law, associated plasticity - plastic flow law associated with the limit (loading) surface Prager

More information

Influence of friction in material characterization in microindentation measurement

Influence of friction in material characterization in microindentation measurement Influence of friction in material characterization in microindentation measurement W.C. Guo a,b,, G. Rauchs c, W.H. Zhang b, J.P. Ponthot a a LTAS. Department of Aerospace & Mechanical Engineering, University

More information

Bulk Metal Forming II

Bulk Metal Forming II Bulk Metal Forming II Simulation Techniques in Manufacturing Technology Lecture 2 Laboratory for Machine Tools and Production Engineering Chair of Manufacturing Technology Prof. Dr.-Ing. Dr.-Ing. E.h.

More information

Effect of Strain Hardening on Unloading of a Deformable Sphere Loaded against a Rigid Flat A Finite Element Study

Effect of Strain Hardening on Unloading of a Deformable Sphere Loaded against a Rigid Flat A Finite Element Study Effect of Strain Hardening on Unloading of a Deformable Sphere Loaded against a Rigid Flat A Finite Element Study Biplab Chatterjee, Prasanta Sahoo 1 Department of Mechanical Engineering, Jadavpur University

More information

A Finite Element Study of Elastic-Plastic Hemispherical Contact Behavior against a Rigid Flat under Varying Modulus of Elasticity and Sphere Radius

A Finite Element Study of Elastic-Plastic Hemispherical Contact Behavior against a Rigid Flat under Varying Modulus of Elasticity and Sphere Radius Engineering, 2010, 2, 205-211 doi:10.4236/eng.2010.24030 Published Online April 2010 (http://www. SciRP.org/journal/eng) 205 A Finite Element Study of Elastic-Plastic Hemispherical Contact Behavior against

More information

A circular tunnel in a Mohr-Coulomb medium with an overlying fault

A circular tunnel in a Mohr-Coulomb medium with an overlying fault MAP3D VERIFICATION EXAMPLE 9 A circular tunnel in a Mohr-Coulomb medium with an overlying fault 1 Description This example involves calculating the stresses and displacements on a fault overlying a 5 m

More information

Finite Element Investigation on the Stress State at Crack Tip by Using EPFM Parameters

Finite Element Investigation on the Stress State at Crack Tip by Using EPFM Parameters Finite Element Investigation on the Stress State at Crack Tip by Using EPFM Parameters FRANCESCO CAPUTO, ALESSANDRO DE LUCA, GIUSEPPE LAMANNA 1, ALESSANDRO SOPRANO Department of Industrial and Information

More information

Study on the Energy Absorption and the Local Buckling of the Expansion Tubes

Study on the Energy Absorption and the Local Buckling of the Expansion Tubes * Study on the Energy Absorption and the Local Buckling of the Expansion Tubes Kwanghyun Ahn * Jinsung Kim Hoon Huh School of Mechanical, Aerospace & System Engineering, Korea Advanced Institute of Science

More information

Siping Road 1239, , Shanghai, P.R. China

Siping Road 1239, , Shanghai, P.R. China COMPARISON BETWEEN LINEAR AND NON-LINEAR KINEMATIC HARDENING MODELS TO PREDICT THE MULTIAXIAL BAUSCHINGER EFFECT M.A. Meggiolaro 1), J.T.P. Castro 1), H. Wu 2) 1) Department of Mechanical Engineering,

More information

A SOFTWARE SOLUTION FOR ADVANCED FRICTION MODELING APPLIED TO SHEET METAL FORMING

A SOFTWARE SOLUTION FOR ADVANCED FRICTION MODELING APPLIED TO SHEET METAL FORMING A SOFTWARE SOLUTION FOR ADVANCED FRICTION MODELING APPLIED TO SHEET METAL FORMING J. Hol 1,*, J.H. Wiebenga 1, C. Dane 2, V.T. Meinders 3, A.H. van den Boogaard 3 1 Innprove Solutions, P.O. Box 217, 7500

More information

Computational Materials Modeling FHLN05 Computer lab

Computational Materials Modeling FHLN05 Computer lab Motivation Computational Materials Modeling FHLN05 Computer lab In the basic Finite Element (FE) course, the analysis is restricted to materials where the relationship between stress and strain is linear.

More information

A novel technique of friction and material property measurement by tip test in cold forging

A novel technique of friction and material property measurement by tip test in cold forging A novel technique of friction and material property measurement by tip test in cold forging Y T Im*, S H Kang, and J S Cheon Department of Mechanical Engineering, Korea Advanced Institute of Science and

More information

OPTIMAL SELECTION OF MACHINE PARAMETERS IN TENSION LEVELLING OF SHEET METALS

OPTIMAL SELECTION OF MACHINE PARAMETERS IN TENSION LEVELLING OF SHEET METALS OPTIMAL SELECTION OF MACHINE PARAMETERS IN TENSION LEVELLING OF SHEET METALS Ibiye Roberts iroberts@bronx.co.uk Chang Wang Department of Engineering University of Wolverhampton Telford Campus Telford,

More information

Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface

Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield Surface Transaction A: Civil Engineering Vol. 16, No. 6, pp. 512{519 c Sharif University of Technology, December 2009 Research Note Nonlinear FE Analysis of Reinforced Concrete Structures Using a Tresca-Type Yield

More information

Inverse identification of plastic material behavior using. multi-scale virtual experiments

Inverse identification of plastic material behavior using. multi-scale virtual experiments Inverse identification of plastic material behavior using multi-scale virtual experiments Debruyne 1 D., Coppieters 1 S., Wang 1 Y., Eyckens 2 P., Kuwabara 3 T., Van Bael 2 A. and Van Houtte 2 P. 1 Department

More information

Back Analysis and optimization methods with LAGAMINE

Back Analysis and optimization methods with LAGAMINE Back Analysis and optimization methods with LAGAMINE Séverine Levasseur Chantal Bouffioux Université de Liège First International Workshop on the Finite Element Code LAGAMINE LAGASHOP 2013, Liège, 9 12

More information

Engine-Gasket HPC trial and Suspension NVH analysis using Linear_Perturbation ANSYS Japan Mechanical BU Toru Hiyake

Engine-Gasket HPC trial and Suspension NVH analysis using Linear_Perturbation ANSYS Japan Mechanical BU Toru Hiyake Engine-Gasket HPC trial and Suspension NVH analysis using Linear_Perturbation ANSYS Japan Mechanical BU Toru Hiyake Agenda Topic 1 : Engine-Gasket Nonlinear Analysis Legacy Data Import Gasket modeling

More information

A numerical parametric study on the plate inclination angle of steel plate shear walls

A numerical parametric study on the plate inclination angle of steel plate shear walls Journal of Structural Engineering & Applied Mechanics 219 Volume 1 Issue 4 164-173 https://doi.org/1.31462/jseam.219.1164173 www.goldenlightpublish.com RESEARCH ARTICLE A numerical parametric study on

More information

Numerical Modeling of Interface Between Soil and Pile to Account for Loss of Contact during Seismic Excitation

Numerical Modeling of Interface Between Soil and Pile to Account for Loss of Contact during Seismic Excitation Numerical Modeling of Interface Between Soil and Pile to Account for Loss of Contact during Seismic Excitation P. Sushma Ph D Scholar, Earthquake Engineering Research Center, IIIT Hyderabad, Gachbowli,

More information

Anisotropic plasticity, anisotropic failure and their application to the simulation of aluminium extrusions under crash loads

Anisotropic plasticity, anisotropic failure and their application to the simulation of aluminium extrusions under crash loads Anisotropic plasticity, anisotropic failure and their application to the simulation of aluminium extrusions under crash loads Paul Du Bois, Consulting engineer Oasys LS-DYNA Users Meeting 28th January

More information

1 Introduction. Abstract

1 Introduction. Abstract Abstract This paper presents a three-dimensional numerical model for analysing via finite element method (FEM) the mechanized tunneling in urban areas. The numerical model is meant to represent the typical

More information

Effect of Deformation Mode of Cylindrical Tubes with Corrugated Surface Dimensional Errors

Effect of Deformation Mode of Cylindrical Tubes with Corrugated Surface Dimensional Errors Proceedings of the 8th International Conference on Innovation & Management 5 Effect of Deformation Mode of Cylindrical Tubes with Corrugated Surface Dimensional Errors Shigeyuki Haruyama, Daiheng Chen,

More information

Simulation of the mechanical behavior of a rubber pumping system under large deformations.

Simulation of the mechanical behavior of a rubber pumping system under large deformations. Simulation of the mechanical behavior of a rubber pumping system under large deformations. Author: Ing. Andrea Romeo LPA Consorzio per la promozione della cultura plastica Proplast Str. Comunale Savonesa,

More information

3D-FE Implementation of Evolutionary Cyclic Plasticity Model for Fully Mechanistic (non S-N curve) Fatigue Life Evaluation

3D-FE Implementation of Evolutionary Cyclic Plasticity Model for Fully Mechanistic (non S-N curve) Fatigue Life Evaluation 3D-FE Implementation of Evolutionary Cyclic Plasticity Model for Fully Mechanistic (non S-N curve) Fatigue Life Evaluation Bipul Barua, Subhasish Mohanty 1, Joseph T. Listwan, Saurindranath Majumdar, and

More information

New algorithm for a robust user-independent evaluation of beginning instability for the experimental FLC determination

New algorithm for a robust user-independent evaluation of beginning instability for the experimental FLC determination Int J Mater Form (2011) 4:339 346 DOI 10.1007/s12289-010-1012-9 COMPLAS-ESMC New algorithm for a robust user-independent evaluation of beginning instability for the experimental FLC determination W. Volk

More information

University of Illinois at Urbana-Champaign College of Engineering

University of Illinois at Urbana-Champaign College of Engineering University of Illinois at Urbana-Champaign College of Engineering CEE 570 Finite Element Methods (in Solid and Structural Mechanics) Spring Semester 03 Quiz # April 8, 03 Name: SOUTION ID#: PS.: A the

More information

THERMO-ELASTO-PLASTIC MODEL FOR SHOT PEENING : A NUMERICAL AND EXPERIMENTAL APPROACH

THERMO-ELASTO-PLASTIC MODEL FOR SHOT PEENING : A NUMERICAL AND EXPERIMENTAL APPROACH MODELLING AND SIMULATION THERMO-ELASTO-PLASTIC MODEL FOR SHOT PEENING : A NUMERICAL AND EXPERIMENTAL APPROACH Sebastien Rouquette*, Emmanuelle Rouhaud*, Hew6 Pron0, Manuel Franqois* and Christian BissieuxO.

More information

Rheology. October 2013

Rheology. October 2013 Rheology Georges Cailletaud Centre des Matériaux MINES ParisTech/CNRS October 2013 Georges Cailletaud Rheology 1/44 Contents 1 Mechanical tests Structures Representative material elements 2 Rheological

More information

NUMERICAL ANALYSIS OF A PILE SUBJECTED TO LATERAL LOADS

NUMERICAL ANALYSIS OF A PILE SUBJECTED TO LATERAL LOADS IGC 009, Guntur, INDIA NUMERICAL ANALYSIS OF A PILE SUBJECTED TO LATERAL LOADS Mohammed Younus Ahmed Graduate Student, Earthquake Engineering Research Center, IIIT Hyderabad, Gachibowli, Hyderabad 3, India.

More information

Effect of Plasticity on Residual Stresses Obtained by the Incremental Hole-drilling Method with 3D FEM Modelling

Effect of Plasticity on Residual Stresses Obtained by the Incremental Hole-drilling Method with 3D FEM Modelling Effect of Plasticity on Residual Stresses Obtained by the Incremental Hole-drilling Method with 3D FEM Modelling Evy Van Puymbroeck 1, a *, Wim Nagy 1,b and Hans De Backer 1,c 1 Ghent University, Department

More information

MITOCW MITRES2_002S10nonlinear_lec15_300k-mp4

MITOCW MITRES2_002S10nonlinear_lec15_300k-mp4 MITOCW MITRES2_002S10nonlinear_lec15_300k-mp4 The following content is provided under a Creative Commons license. Your support will help MIT OpenCourseWare continue to offer high quality educational resources

More information

SHAPE SENSITIVITY ANALYSIS AND OPTIMIZATION FOR A CONTACT PROBLEM IN THE MANUFACTURING PROCESS DESIGN

SHAPE SENSITIVITY ANALYSIS AND OPTIMIZATION FOR A CONTACT PROBLEM IN THE MANUFACTURING PROCESS DESIGN SHAPE SENSITIVITY ANALYSIS AND OPTIMIZATION FOR A CONTACT PROBLEM IN THE MANUFACTURING PROCESS DESIGN 4 th World Congress of Structural and Multidisciplinary Optimization June 4-8, Dalian, China Nam H.

More information

TECHNICAL REPORT BALLTEC LTD. FINITE ELEMENT ANAYLSIS AND FATIGUE ASSESSMENT OF KN ANCHOR CONNECTOR REPORT NO REVISION NO.

TECHNICAL REPORT BALLTEC LTD. FINITE ELEMENT ANAYLSIS AND FATIGUE ASSESSMENT OF KN ANCHOR CONNECTOR REPORT NO REVISION NO. BALLTEC LTD. FINITE ELEMENT ANAYLSIS AND FATIGUE ASSESSMENT OF 11300 KN ANCHOR CONNECTOR REPORT NO. 2004-3463 REVISION NO. 01 DET NORSKE VERITAS Date of first issue: Project No.: 2004-10-19 71524015 Approved

More information

2D Liquefaction Analysis for Bridge Abutment

2D Liquefaction Analysis for Bridge Abutment D Liquefaction Analysis for Bridge Abutment Tutorial by Angel Francisco Martinez Integrated Solver Optimized for the next generation 64-bit platform Finite Element Solutions for Geotechnical Engineering

More information

Lecture #8: Ductile Fracture (Theory & Experiments)

Lecture #8: Ductile Fracture (Theory & Experiments) Lecture #8: Ductile Fracture (Theory & Experiments) by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Ductile

More information

Neural Network Prediction of Nonlinear Elastic Unloading for High Strength Steel

Neural Network Prediction of Nonlinear Elastic Unloading for High Strength Steel APCOM & ISCM 11-14 th December, 213, Singapore Neural Network Prediction of Nonlinear Elastic Unloading for High Strength Steel *M. R. Jamli 1,2, A. K. Ariffin 1, and D. A. Wahab 1 1 Department of Mechanical

More information

Benchmark of Femlab, Fluent and Ansys

Benchmark of Femlab, Fluent and Ansys Benchmark of Femlab, Fluent and Ansys Verdier, Olivier 2004 Link to publication Citation for published version (APA): Verdier, O. (2004). Benchmark of Femlab, Fluent and Ansys. (Preprints in Mathematical

More information

LIMIT LOAD OF A MASONRY ARCH BRIDGE BASED ON FINITE ELEMENT FRICTIONAL CONTACT ANALYSIS

LIMIT LOAD OF A MASONRY ARCH BRIDGE BASED ON FINITE ELEMENT FRICTIONAL CONTACT ANALYSIS 5 th GRACM International Congress on Computational Mechanics Limassol, 29 June 1 July, 2005 LIMIT LOAD OF A MASONRY ARCH BRIDGE BASED ON FINITE ELEMENT FRICTIONAL CONTACT ANALYSIS G.A. Drosopoulos I, G.E.

More information

Lateral Earth Pressure

Lateral Earth Pressure 1 of 11 6/2/2012 4:28 AM Lateral Earth Pressure The magnitude of lateral earth pressure depends on: 1. Shear strength characteristics of soil 2. Lateral strain condition 3. Pore water pressure 4. State

More information

Abstract. 1 Introduction

Abstract. 1 Introduction Contact analysis for the modelling of anchors in concrete structures H. Walter*, L. Baillet** & M. Brunet* *Laboratoire de Mecanique des Solides **Laboratoire de Mecanique des Contacts-CNRS UMR 5514 Institut

More information

COUPLED FINITE-INFINITE ELEMENTS MODELING OF BUILDING FRAME-SOIL INTERACTION SYSTEM

COUPLED FINITE-INFINITE ELEMENTS MODELING OF BUILDING FRAME-SOIL INTERACTION SYSTEM VOL. 4, NO. 10, DECEMBER 009 SSN 1819-6608 006-009 Asian Research Publishing Network (ARPN. All rights reserved. COUPLED FNTE-NFNTE ELEMENTS MODELNG OF BULDNG FRAME-SOL NTERACTON SYSTEM Ramakant Agrawal

More information

Mechanical Properties of Materials

Mechanical Properties of Materials Mechanical Properties of Materials Strains Material Model Stresses Learning objectives Understand the qualitative and quantitative description of mechanical properties of materials. Learn the logic of

More information

Boundary and Mixed Lubrication Friction Modeling under Forming Process Conditions

Boundary and Mixed Lubrication Friction Modeling under Forming Process Conditions Boundary and Mixed Lubrication Friction Modeling under Forming Process Conditions V.T. Meinders, J. Hol, and A.H. van den Boogaard University of Twente, Faculty of Engineering Technology, P.O.Box 217,

More information

A FINITE ELEMENT STUDY OF ELASTIC-PLASTIC HEMISPHERICAL CONTACT BEHAVIOR AGAINST A RIGID FLAT UNDER VARYING MODULUS OF ELASTICITY AND SPHERE RADIUS

A FINITE ELEMENT STUDY OF ELASTIC-PLASTIC HEMISPHERICAL CONTACT BEHAVIOR AGAINST A RIGID FLAT UNDER VARYING MODULUS OF ELASTICITY AND SPHERE RADIUS Proceedings of the International Conference on Mechanical Engineering 2009 (ICME2009) 26-28 December 2009, Dhaka, Bangladesh ICME09- A FINITE ELEMENT STUDY OF ELASTIC-PLASTIC HEMISPHERICAL CONTACT BEHAVIOR

More information

Modelling of ductile failure in metal forming

Modelling of ductile failure in metal forming Modelling of ductile failure in metal forming H.H. Wisselink, J. Huetink Materials Innovation Institute (M2i) / University of Twente, Enschede, The Netherlands Summary: Damage and fracture are important

More information

Deterministic and stochastic analysis of failure in sheet metal forming operations

Deterministic and stochastic analysis of failure in sheet metal forming operations Jerzy Rojek, Michal Kleiber, Antoni Piela, Rafal Stocki and Jaroslaw Knabel: Deterministic and stochastic analysis of failure in sheet metal forming operations Numerical simulation can be successfully

More information

Significance of the local sheet curvature in the prediction of sheet metal forming limits by necking instabilities and cracks

Significance of the local sheet curvature in the prediction of sheet metal forming limits by necking instabilities and cracks Significance of the local sheet curvature in the prediction of sheet metal forming limits by necking instabilities and cracks Pavel Hora 1,a, Longchang Tong 1, Maysam Gorji, Niko Manopulo 1 and Bekim Berisha

More information

INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM

INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM 1 INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM Influence of anisotropy Daniel Riemensperger, Adam Opel AG Paul Du Bois, PDB 2 www.opel.com CONTENT Introduction/motivation Isotropic & anisotropic material

More information

Modified Cam-clay triaxial test simulations

Modified Cam-clay triaxial test simulations 1 Introduction Modified Cam-clay triaxial test simulations This example simulates a series of triaxial tests which can be used to verify that Modified Cam-Clay constitutive model is functioning properly.

More information

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay 51 Module 4: Lecture 2 on Stress-strain relationship and Shear strength of soils Contents Stress state, Mohr s circle analysis and Pole, Principal stressspace, Stress pathsin p-q space; Mohr-coulomb failure

More information

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method 9210-220 Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method You should have the following for this examination one answer book scientific calculator No

More information

Composite FEM Lab-work

Composite FEM Lab-work Composite FEM Lab-work You may perform these exercises in groups of max 2 persons. You may also between exercise 5 and 6. Be critical on the results obtained! Exercise 1. Open the file exercise1.inp in

More information

EFFECT OF SHEAR REINFORCEMENT ON FAILURE MODE OF RC BRIDGE PIERS SUBJECTED TO STRONG EARTHQUAKE MOTIONS

EFFECT OF SHEAR REINFORCEMENT ON FAILURE MODE OF RC BRIDGE PIERS SUBJECTED TO STRONG EARTHQUAKE MOTIONS EFFECT OF SHEAR REINFORCEMENT ON FAILURE MODE OF RC BRIDGE PIERS SUBJECTED TO STRONG EARTHQUAKE MOTIONS Atsuhiko MACHIDA And Khairy H ABDELKAREEM SUMMARY Nonlinear D FEM was utilized to carry out inelastic

More information

Onedimensional ratchetting Twodimensional ratchetting Response of unified models Response of 2M1C model Response of polycrystalline models

Onedimensional ratchetting Twodimensional ratchetting Response of unified models Response of 2M1C model Response of polycrystalline models Ratchetting Onedimensional ratchetting Twodimensional ratchetting Response of unified models Response of 2M1C model Response of polycrystalline models Still an open problem Ratchetting effects Primary

More information

Determination of Paris law constants with a reverse engineering technique

Determination of Paris law constants with a reverse engineering technique Available online at www.sciencedirect.com Engineering Failure Analysis xxx (2008) xxx xxx www.elsevier.com/locate/engfailanal Determination of Paris law constants with a reverse engineering technique R.

More information

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and

This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and education use, including for instruction at the authors institution

More information

A return mapping algorithm for unified strength theory model

A return mapping algorithm for unified strength theory model INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING Int. J. Numer. Meth. Engng 2015; 104:749 766 Published online 10 June 2015 in Wiley Online Library (wileyonlinelibrary.com)..4937 A return mapping

More information

Coupled Thermomechanical Contact Problems

Coupled Thermomechanical Contact Problems Coupled Thermomechanical Contact Problems Computational Modeling of Solidification Processes C. Agelet de Saracibar, M. Chiumenti, M. Cervera ETS Ingenieros de Caminos, Canales y Puertos, Barcelona, UPC

More information

prepared checked approved Date: Date: Date: S. Fahrendholz/R.Geiger Dr.-Ing. Jürgen Bellmann Dr.-Ing.

prepared checked approved Date: Date: Date: S. Fahrendholz/R.Geiger Dr.-Ing. Jürgen Bellmann Dr.-Ing. Verification Manual Version 12.2 2009 prepared checked approved Date: 01.08.2003 Date: 19.01.2009 Date: 22.01.2009 S. Fahrendholz/R.Geiger Dr.Ing. Jürgen Bellmann Dr.Ing. Casimir Katz Document name: q:\dok\qs\verification.doc

More information

3-D Finite Element Analysis of Instrumented Indentation of Transversely Isotropic Materials

3-D Finite Element Analysis of Instrumented Indentation of Transversely Isotropic Materials 3-D Finite Element Analysis of Instrumented Indentation of Transversely Isotropic Materials Abstract: Talapady S. Bhat and T. A. Venkatesh Department of Material Science and Engineering Stony Brook University,

More information

SOIL MODELS: SAFETY FACTORS AND SETTLEMENTS

SOIL MODELS: SAFETY FACTORS AND SETTLEMENTS PERIODICA POLYTECHNICA SER. CIV. ENG. VOL. 48, NO. 1 2, PP. 53 63 (2004) SOIL MODELS: SAFETY FACTORS AND SETTLEMENTS Gabriella VARGA and Zoltán CZAP Geotechnical Department Budapest University of Technology

More information

Tangent Modulus in Numerical Integration of Constitutive Relations and its Influence on Convergence of N-R Method

Tangent Modulus in Numerical Integration of Constitutive Relations and its Influence on Convergence of N-R Method Applied and Computational Mechanics 3 (2009) 27 38 Tangent Modulus in Numerical Integration of Constitutive Relations and its Influence on Convergence of N-R Method R. Halama a,, Z. Poruba a a Faculty

More information

Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions

Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions Cyclic and Tangential Plasticity Effects for the Buckling Behavior of a Thin Wall Pier under Multiaxial and Non-proportional Loading Conditions MOMII Hideto*, TSUTSUMI Seiichiro** and FINCATO Riccardo***

More information

Numerical Modeling of Direct Shear Tests on Sandy Clay

Numerical Modeling of Direct Shear Tests on Sandy Clay Numerical Modeling of Direct Shear Tests on Sandy Clay R. Ziaie Moayed, S. Tamassoki, and E. Izadi Abstract Investigation of sandy clay behavior is important since urban development demands mean that sandy

More information

Characterizations of Aluminum Alloy Sheet Materials Numisheet 2005

Characterizations of Aluminum Alloy Sheet Materials Numisheet 2005 Characterizations of Aluminum Alloy Sheet Materials Numisheet 25 John C. Brem, Frederic Barlat, Robert E. Dick, and Jeong-Whan Yoon Alcoa Technical Center, PA, 1569-1, USA Abstract. This report reproduces

More information

numerical implementation and application for life prediction of rocket combustors Tel: +49 (0)

numerical implementation and application for life prediction of rocket combustors Tel: +49 (0) 2nd Workshop on Structural Analsysis of Lightweight Structures. 30 th May 2012, Natters, Austria Continuum damage mechanics with ANSYS USERMAT: numerical implementation and application for life prediction

More information

Linear and Nonlinear Analysis of High Dynamic Impact Events with Creo Simulate and Abaqus/Explicit

Linear and Nonlinear Analysis of High Dynamic Impact Events with Creo Simulate and Abaqus/Explicit Linear and Nonlinear Analysis of High Dynamic Impact Events with Creo Simulate and Abaqus/Explicit SAXSIM 2015, TU Chemnitz Dr.-Ing. Roland Jakel At a glance: Altran, a global leader 20+ Countries 23,000+

More information

USER S MANUAL 1D Seismic Site Response Analysis Example University of California: San Diego August 30, 2017

USER S MANUAL 1D Seismic Site Response Analysis Example   University of California: San Diego August 30, 2017 USER S MANUAL 1D Seismic Site Response Analysis Example http://www.soilquake.net/ucsdsoilmodels/ University of California: San Diego August 30, 2017 Table of Contents USER'S MANUAL TABLE OF CONTENTS Page

More information

Two Tier projects for students in ME 160 class

Two Tier projects for students in ME 160 class ME 160 Introduction to Finite Element Method Spring 2016 Topics for Term Projects by Teams of 2 Students Instructor: Tai Ran Hsu, Professor, Dept. of Mechanical engineering, San Jose State University,

More information

Assessment of boundaryelement method for modelling the structural response of a pavement

Assessment of boundaryelement method for modelling the structural response of a pavement Assessment of boundaryelement method for modelling the structural response of a pavement (PhD Student, Lecturer DEC of FCTUC) (Full Professor - IST) Pavements: Materials, design and performance a, LNEC,

More information