Influence of impact velocity on transition time for V-notched Charpy specimen*

Size: px
Start display at page:

Download "Influence of impact velocity on transition time for V-notched Charpy specimen*"

Transcription

1 [ 溶接学会論文集第 35 巻第 2 号 p. 80s-84s (2017)] Influence of impact velocity on transition time for V-notched Charpy specimen* by Yasuhito Takashima** and Fumiyoshi Minami** This study investigated the influence of impact velocity for the V-notched Charpy specimen on the transition time, t T, which is defined as the time when the kinetic energy is equal to the deformation energy of the specimen. The t T indicates the point in the response after which inertial effects diminish rapidly. In this study, dynamic stress/strain fields in the V-notched Charpy specimen were numerically analyzed by means of three-dimensional dynamic explicit finite element (FE) analysis. This analysis considered the effect of high-speed strain rate on the flow stress and the increase in temperature during impact loading. The contact problem between the specimen and the striker of Charpy testing machine was solved using the Hertzian contact theory. This FE-analysis shows that the t T decreases slightly with increasing impact velocity over the range from 1 to 10 m/s. The deformation energy increases more rapidly than the kinetic energy with increasing impact velocity. The increase in the deformation energy leads to shorter t T. The t T depends on the strength class of steels. The t T decreased with decreasing in strength of steels, because of the reduction of kinetic energy. Key Words: Charpy impact test, Dynamic finite element analysis, Inertial force, Notch toughness, Structural steels 1. Introduction Charpy impact tests are widely used for evaluating toughness of materials and welds. The high-speed loading provides an inertial force in the specimen and deteriorates toughness of steels. According to the results measured by the instrumented Charpy testing machine, the load applied to the Charpy specimen exhibits significant oscillation by inertial force and reflected stress wave. This oscillation makes it difficult to determine a fracture initiation. The inertial effects on fracture are important to characterize material toughness by the instrumented Charpy impact test. Nakamura et al. 1) introduced the concept of the transition time, t T. The t T indicates the point in the response after which inertial effects diminish rapidly, for pre-cracked three-point bend specimen used for fracture toughness test. The t T is defined as the time when the kinetic energy is equal to the deformation energy of the specimen. After t T seconds passed, the inertial effect on brittle fracture can be neglected and toughness value can be evaluated by quasi-static manner. Koppenhoefer et al. 2) reported that the t T depended on the impact velocity for a pre-cracked Charpy specimen. On the other hand, the V-notched specimen is usually employed for the Charpy impact test. Understanding of the impact velocity effect on the t T for the V-notched specimen is important to evaluate the inertial effect on the result of Charpy impact test. The impact velocity varies with the striker angle from 3 m/s to 6 m/s for the Charpy impact test. In this study, the influence of impact velocity on the t T was investigated for the V-notched Charpy specimen. The kinetic and deformation energies were calculated by means of a dynamic analysis in order to evaluate the t T. 2. Numerical analysis of transition time 2.1 Dynamic finite element analysis of impact behavior of Charpy specimen Dynamic stress/strain fields in the Charpy specimen were numerically analyzed by means of three-dimensional dynamic explicit finite element (FE) analysis. The three-dimensional FE code Abaqus/Explicit Ver-6.12 was used in this study. The time increment used in the explicit analysis was smaller than the stability limit satisfying the Courant Friedrichs Lewy condition. The configuration of the Charpy specimen is shown in Fig. 1. The specimen has a standard V-notch with a depth of c = 2 mm and a root radius of = 0.25 mm. The three-dimensional mesh of the FE model is shown in Fig. 2. Because of the symmetry of the specimen, only one-quarter of it was modeled. Eight-node elements with eight Gaussian integration points were used in the FE analysis; the smallest element near the notch root had dimensions of 0.05 mm 0.05 mm 0.2 mm. * Received: ** Member, Joining and Welding Research Institute, Osaka University Fig. 1 V-notched Charpy specimen.

2 溶接学会論文集 第 35 巻 (2017) 第 2 号 81s Striker (3D shell elements) Impact velocity: 0.5 m/s to 10 m/s B/2 = 5 mm W = 10 mm x z y S/2 = 20 Anvil (3D shell elements) Fig. 2 Mesh division of Charpy specimen (one-quarter model). Table 1 Mechanical properties used for FE analysis. Y (MPa) T (MPa) Y.R.= Y / T T (%) YP YP Y: Yield stress, T: Tensile strength, T : Uniform elongation Table 2 Thermal constants used for FE analysis. Specific Thermal Coefficient of Density, heat, C conductivity, linear expansion, (kg/mm 3 ) (J/kg K) (W/K mm) L (1/K) The mechanical properties of steels used for the FE analysis are listed in Table 1. Two strength classes were employed. The one is 400 MPa yield strength class (YP400), and another is 800 MPa yield strength class (YP800). This analysis included the effect of the strain rate on the flow stress and the increase in temperature during impact loading. Fully coupled thermal stress analysis was conducted together with the dynamic explicit analysis. Under the impact loading conditions, high-speed straining adiabatically generates heat. In this analysis, it was assumed that 90% of the plastic work was transferred to heat 3). The thermal constants adopted in this analysis are given in Table 2. The rate-dependent elastic plastic material behavior of the specimen was considered in the FE analysis. The effect of the strain rate on the tensile properties was evaluated using the strain rate temperature parameter R proposed by Bennett and Sinclair 4). The yield stress Y and tensile strength T are plotted in Fig. 3 with respect to the parameter R used in this analysis. The uniform elongation T was assumed to be independent of the strain rate and the temperature. In the FE analysis, material hardening was modeled based on Swift s power law as Y {1 ( p / )n } (1) where and p are the equivalent stress and equivalent plastic strain, respectively; n is the strain hardening exponent; and Fig. 3 by is a material constant. According to Eq. (1), T and T are given T = Y (n/ ) n exp( n) (2) T = exp(n ) 1 (3) Eqs. (2) and (3) were used to determine the values of n and from Y, T, and T (= 20% or 7%) under various strain rate and temperature conditions. The global response of impact load to Charpy specimen depends on the contact stiffness between the specimen and striker 5). This analysis considered the contact of the specimen with the striker and anvil. The contact problem was solved using the method based on the Hertzian contact theory 5). The striker and anvil were modeled as 3D shell elements, as shown in Fig. 2. The contact pressure of the striker with the specimen is defined as 6) where Yield stress Y and tensile strength T plotted against strain rate temperature parameter R. 2 1 E 2 P ln E R 1 R 2 (4) 2 2P 1 R 1 R 2 is the depth of the indentation and R 1 and R 2 are the radii of the contact body, respectively. In this analysis, the radius of the striker tip (= 2 mm) was adopted as R 1, and R 2 = was assumed for a specimen with a planar surface. In this study, the striker of the testing machine and the specimen are composed of steel. Thus, the Young s modulus E and Poisson s ratio 206,000 MPa and 0.3, respectively. The dynamic explicit analysis was conducted taking into account the contact pressure evaluated by Eq. (4). The vertical displacement of the nodes coming into contact with the anvil was fixed. In this analysis, it was assumed that there was no friction between the specimen and the striker and anvil, but the reaction force was considered under the contact condition. This numerical model for the global response of impact load was validated by means of comparison with experimental results obtained by the instrumented Charpy impact test 5). The impact velocity was employed from 0.5 m/s to 10 m/s. The are

3 82s 研究論文 TAKASHIMA et al.: Influence of impact velocity on transition time for V-notched Charpy specimen previous study by the authors 5) reported that the velocity of the striker was kept constant during the Charpy impact test. In this study, the velocity was assumed to be constant. 2.2 Analysis of transition time for Charpy specimen The t T indicates the point in the response after which inertial effects diminish rapidly. This study calculated the t T for the V-notched Charpy specimen as the elapse time after impact when the kinetic energy is equal to the deformation energy of the specimen. The kinetic and deformation energies of the specimen were calculated by using the dynamic explicit FE analysis. In this study, the elastic plastic strain energy was defined as the deformation energy U. The dissipation of energy by friction energy and others except the plastic deformation of the specimen was not considered in this analysis. The external work applied to the specimen was converted to the kinetic and deformation energies, based on the law of the conservation of energy. Fig. 5 Kinetic and deformation energies as a function of time at impact velocity of 5 m/s. 3. Dynamic response of kinetic and deformation energy The response of impact load subjecting to the V-notched Charpy specimen is shown in Fig. 4. The value of impact load was calculated from the reaction force at the reference node of the striker in the FE analysis. The load-point displacement means the displacement at the reference node of the striker. The impact load oscillated over time. The oscillation of impact load was significant in the early loading stage. The amplitude of the load oscillations decreased with time. In the early loading stage, the difference in the oscillation of impact load is not found between YP400 and YP800. Figure 4 shows the numerical result by the dynamic analysis for an elastic material model, in which the E and are 206,000 MPa and 0.3, respectively. The numerical results indicate that the plastic deformation occurred before the second peak of the oscillation. Fig. 6 Influence of impact velocity on kinetic energy as a function of time. Fig. 7 Influence of impact velocity on deformation energy as a function of time. Fig. 4 Impact response of load displacement curves at impact velocity of 5 m/s. The evolutions of the kinetic and deformation energies are shown in Fig. 5. The time t in the vertical axis means the elapse time after the impact of the striker upon the specimen. The kinetic energy oscillated over the time. On the other hand, the deformation energy continued to increase. The kinetic energy was larger than the deformation energy in the early loading stage.

4 溶接学会論文集 第 35 巻 (2017) 第 2 号 83s The influence of impact velocity on the kinetic energy is shown in Fig. 6. At impact velocity of 1 m/s, the kinetic energy is quite small. The kinetic energy increases with increasing impact velocity. The maximum value of the kinetic energy at impact velocity of 10 m/s is approximately four times larger than 5 m/s. The kinetic energy is proportional to the square of the velocity. The influence of impact velocity on the deformation energy is shown in Fig. 7. The deformation energy increases with increasing impact velocity. Because the increase in impact velocity causes large deformation in the Charpy specimen at the same time, the deformation energy increases. The deformation energy at the same time is proportional to the impact velocity. 4. Effect of impact velocity on transition time The evolution of the energy ratio after impact for the V-notched Charpy specimen is shown in Fig. 8. The transition time t T is equal to ms for the Charpy specimen in the 5 m/s analysis. This value is approximately 13.5W/c 1, where c 1 is the stress wave speed (= 5120 m/s) and W is the width of the specimen (= 0.01 m). This agrees well with the numerical results Fig. 8 Kinetic-to-deformation energy ratio for V-notched Charpy specimen at impact velocity of 5 m/s. Fig. 10 Comparison of kinetic energy for V-notched Charpy specimen of YP400 and YP800. reported by Koppenhoefer et al 2) and Norris 7). This time means that stress wave roughly three times traverses of the span of the specimen. The numerical results of the t T for the V-notched Charpy specimen are plotted in Fig. 9. At impact velocity below 1 m/s, there is no influence of impact velocity on the t T. The t T decreased with increasing impact velocity over the range from 1 to 10 m/s. The numerical results shown in Figs. 6 and 7 indicate that the deformation energy increases more rapidly than the kinetic energy with increasing impact velocity. Therefore, rapid loading decreases the t T. In Fig. 9, the t T for the specimen of YP400 is shorter than that of YP800. The lower strength material is easy to deform plastically. Norris 7) reported that the kinetic energy was lost in plastic deformation. The kinetic energy of the Charpy specimen of YP 400 is compared with YP800 as shown in Fig. 10. As compared with YP800, the kinetic energy for the Charpy specimen of YP400 is small. Because of the reduction of kinetic energy, the t T decreased with decreasing in strength of steels. 5. Conclusions Fig. 9 Influence of impact velocity on transition time for V-notched Charpy specimen. The influence of impact velocity on the transition time, t T for V-notched Charpy specimen was investigated. It was found that the t T decreased with increasing the impact velocity over the range from 1 to 10 m/s. The three-dimensional dynamic explicit finite element analysis of the Charpy specimen showed that the kinetic and deformation energies increase with increasing impact velocity. The numerical results indicated that the kinetic energy of the Charpy specimen is approximately proportional to the square of the impact velocity, and the deformation energy is approximately proportional to the impact velocity. The deformation energy increases more rapidly than the kinetic energy with increasing impact velocity. The increase in the

5 84s 研究論文 TAKASHIMA et al.: Influence of impact velocity on transition time for V-notched Charpy specimen deformation energy leads to shorter t T. The t T depends on the strength class of steels. The t T decreased with decreasing in strength of steels, because of the reduction of kinetic energy. Reference 1) T. Nakamura, C.F. Shih and L.B. Freund: Analysis of a Dynamically Loaded Three-Point-Bend Ductile Fracture Specimen, Eng. Fract. Mech (1986) ) K.C. Koppenhoefer, R.H. Dodds: Constraint effects on fracture toughness of impact-loaded, precracked Charpy specimens, Nucl. Eng. Des. 162 (1996) ) G.I. Taylor: The Latent Energy Remaining in a Metal after Cold Working, Proc. Roy. Soc. London. 143 (1934) ) P.E. Bennett, G.M. Sinclair: Parameter representation of low-temperature yield behavior of body-centered cubic transition metals, Trans. ASME, 88 (1966) ) Y. Takashima, T. Handa, F. Minami: Three-Dimensional Dynamic Explicit Finite Element Analysis of Charpy Impact Test, Mater. Sci. Forum. 879 (2017) ) W. Goldsmith: IMPACT The theory and physical behaviour of colliding solids, Edward Arnold Ltd., London, (1960). 7) D.M. Norris: Computer Simulation of the Charpy V-Notch Toughness Test, Eng. Fract. Mech. 11 (1979)

Thermal load-induced notch stress intensity factors derived from averaged strain energy density

Thermal load-induced notch stress intensity factors derived from averaged strain energy density Available online at www.sciencedirect.com Draft ScienceDirect Draft Draft Structural Integrity Procedia 00 (2016) 000 000 www.elsevier.com/locate/procedia 21st European Conference on Fracture, ECF21, 20-24

More information

Elastic-Plastic Fracture Mechanics. Professor S. Suresh

Elastic-Plastic Fracture Mechanics. Professor S. Suresh Elastic-Plastic Fracture Mechanics Professor S. Suresh Elastic Plastic Fracture Previously, we have analyzed problems in which the plastic zone was small compared to the specimen dimensions (small scale

More information

Determination of Dynamic Fracture Toughness Using Strain Measurement

Determination of Dynamic Fracture Toughness Using Strain Measurement Key Engineering Materials Vols. 61-63 (4) pp. 313-318 online at http://www.scientific.net (4) Trans Tech Publications, Switzerland Online available since 4/4/15 Determination of Dynamic Fracture Toughness

More information

FCP Short Course. Ductile and Brittle Fracture. Stephen D. Downing. Mechanical Science and Engineering

FCP Short Course. Ductile and Brittle Fracture. Stephen D. Downing. Mechanical Science and Engineering FCP Short Course Ductile and Brittle Fracture Stephen D. Downing Mechanical Science and Engineering 001-015 University of Illinois Board of Trustees, All Rights Reserved Agenda Limit theorems Plane Stress

More information

Size effect in the strength of concrete structures

Size effect in the strength of concrete structures Sādhanā Vol. 27 Part 4 August 2002 pp. 449 459. Printed in India Size effect in the strength of concrete structures B L KARIHALOO and Q Z XIAO Division of Civil Engineering School of Engineering Cardiff

More information

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour

Outline. Tensile-Test Specimen and Machine. Stress-Strain Curve. Review of Mechanical Properties. Mechanical Behaviour Tensile-Test Specimen and Machine Review of Mechanical Properties Outline Tensile test True stress - true strain (flow curve) mechanical properties: - Resilience - Ductility - Toughness - Hardness A standard

More information

DEVELOPMENT OF TEST GUIDANCE FOR COMPACT TENSION FRACTURE TOUGHNESS SPECIMENS CONTAINING NOTCHES INSTEAD OF FATIGUE PRE-CRACKS

DEVELOPMENT OF TEST GUIDANCE FOR COMPACT TENSION FRACTURE TOUGHNESS SPECIMENS CONTAINING NOTCHES INSTEAD OF FATIGUE PRE-CRACKS Transactions, SMiRT-23 Division II, Paper ID 287 Fracture Mechanics and Structural Integrity DEVELOPMENT OF TEST GUIDANCE FOR COMPACT TENSION FRACTURE TOUGHNESS SPECIMENS CONTAINING NOTCHES INSTEAD OF

More information

Materials and Structures

Materials and Structures Journal of Mechanics of Materials and Structures BRITTLE FRACTURE BEYOND THE STRESS INTENSITY FACTOR C. T. Sun and Haiyang Qian Volume 4, Nº 4 April 2009 mathematical sciences publishers JOURNAL OF MECHANICS

More information

Critical applied stresses for a crack initiation from a sharp V-notch

Critical applied stresses for a crack initiation from a sharp V-notch Focussed on: Fracture and Structural Integrity related Issues Critical applied stresses for a crack initiation from a sharp V-notch L. Náhlík, P. Hutař Institute of Physics of Materials, Academy of Sciences

More information

Introduction to Engineering Materials ENGR2000. Dr. Coates

Introduction to Engineering Materials ENGR2000. Dr. Coates Introduction to Engineering Materials ENGR2 Chapter 6: Mechanical Properties of Metals Dr. Coates 6.2 Concepts of Stress and Strain tension compression shear torsion Tension Tests The specimen is deformed

More information

Crack Tip Plastic Zone under Mode I Loading and the Non-singular T zz -stress

Crack Tip Plastic Zone under Mode I Loading and the Non-singular T zz -stress Crack Tip Plastic Zone under Mode Loading and the Non-singular T -stress Yu.G. Matvienko Mechanical Engineering Research nstitute of the Russian Academy of Sciences Email: ygmatvienko@gmail.com Abstract:

More information

Chapter 7. Highlights:

Chapter 7. Highlights: Chapter 7 Highlights: 1. Understand the basic concepts of engineering stress and strain, yield strength, tensile strength, Young's(elastic) modulus, ductility, toughness, resilience, true stress and true

More information

Modelling the behaviour of plastics for design under impact

Modelling the behaviour of plastics for design under impact Modelling the behaviour of plastics for design under impact G. Dean and L. Crocker MPP IAG Meeting 6 October 24 Land Rover door trim Loading stages and selected regions Project MPP7.9 Main tasks Tests

More information

A modified quarter point element for fracture analysis of cracks

A modified quarter point element for fracture analysis of cracks ndian Journal of Engineering & Materials Sciences Vol. 14, February 007, pp. 31-38 A modified quarter point element for fracture analysis of cracks Sayantan Paul & B N Rao* Structural Engineering Division,

More information

The objective of this experiment is to investigate the behavior of steel specimen under a tensile test and to determine it's properties.

The objective of this experiment is to investigate the behavior of steel specimen under a tensile test and to determine it's properties. Objective: The objective of this experiment is to investigate the behavior of steel specimen under a tensile test and to determine it's properties. Introduction: Mechanical testing plays an important role

More information

3D Finite Element analysis of stud anchors with large head and embedment depth

3D Finite Element analysis of stud anchors with large head and embedment depth 3D Finite Element analysis of stud anchors with large head and embedment depth G. Periškić, J. Ožbolt & R. Eligehausen Institute for Construction Materials, University of Stuttgart, Stuttgart, Germany

More information

ME 2570 MECHANICS OF MATERIALS

ME 2570 MECHANICS OF MATERIALS ME 2570 MECHANICS OF MATERIALS Chapter III. Mechanical Properties of Materials 1 Tension and Compression Test The strength of a material depends on its ability to sustain a load without undue deformation

More information

NON-LINEAR VISCOELASTIC MODEL OF STRUCTURAL POUNDING

NON-LINEAR VISCOELASTIC MODEL OF STRUCTURAL POUNDING 3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 004 Paper No. 308 NON-LINEAR VISCOELASTIC MODEL OF STRUCTURAL POUNDING Robert JANKOWSKI SUMMARY Pounding between structures

More information

EFFECT OF STRAIN HARDENING ON ELASTIC-PLASTIC CONTACT BEHAVIOUR OF A SPHERE AGAINST A RIGID FLAT A FINITE ELEMENT STUDY

EFFECT OF STRAIN HARDENING ON ELASTIC-PLASTIC CONTACT BEHAVIOUR OF A SPHERE AGAINST A RIGID FLAT A FINITE ELEMENT STUDY Proceedings of the International Conference on Mechanical Engineering 2009 (ICME2009) 26-28 December 2009, Dhaka, Bangladesh ICME09- EFFECT OF STRAIN HARDENING ON ELASTIC-PLASTIC CONTACT BEHAVIOUR OF A

More information

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. D : SOLID MECHANICS Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. Q.2 Consider the forces of magnitude F acting on the sides of the regular hexagon having

More information

A fracture parameter for welded structures with residual stresses

A fracture parameter for welded structures with residual stresses Computational Mechanics 22 (1998) 281±288 Ó Springer-Verlag 1998 A fracture parameter for welded structures with residual stresses Y.-C. Hou, J. Pan Abstract In this paper, a nite element procedure to

More information

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and

6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa ( psi) and 6.4 A cylindrical specimen of a titanium alloy having an elastic modulus of 107 GPa (15.5 10 6 psi) and an original diameter of 3.8 mm (0.15 in.) will experience only elastic deformation when a tensile

More information

NUMERICAL AND EXPERIMENTAL STUDY OF FAILURE IN STEEL BEAMS UNDER IMPACT CONDITIONS

NUMERICAL AND EXPERIMENTAL STUDY OF FAILURE IN STEEL BEAMS UNDER IMPACT CONDITIONS Blucher Mechanical Engineering Proceedings May 2014, vol. 1, num. 1 www.proceedings.blucher.com.br/evento/10wccm NUMERICAL AND EXPERIMENTAL STUDY OF FAILURE IN STEEL BEAMS UNDER IMPACT CONDITIONS E. D.

More information

Lecture #2: Split Hopkinson Bar Systems

Lecture #2: Split Hopkinson Bar Systems Lecture #2: Split Hopkinson Bar Systems by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Uniaxial Compression

More information

Burst pressure estimation of reworked nozzle weld on spherical domes

Burst pressure estimation of reworked nozzle weld on spherical domes Indian Journal of Engineering & Materials Science Vol. 21, February 2014, pp. 88-92 Burst pressure estimation of reworked nozzle weld on spherical domes G Jegan Lal a, Jayesh P a & K Thyagarajan b a Cryo

More information

ASSESSMENT OF DYNAMICALLY LOADED CRACKS IN FILLETS

ASSESSMENT OF DYNAMICALLY LOADED CRACKS IN FILLETS ASSESSMENT OF DNAMICALL LOADED CRACKS IN FILLETS Uwe Zencker, Linan Qiao, Bernhard Droste Federal Institute for Materials Research and Testing (BAM) 12200 Berlin, Germany e-mail: zencker@web.de Abstract

More information

Fatigue-Ratcheting Study of Pressurized Piping System under Seismic Load

Fatigue-Ratcheting Study of Pressurized Piping System under Seismic Load Fatigue-Ratcheting Study of Pressurized Piping System under Seismic Load A. Ravi Kiran, M. K. Agrawal, G. R. Reddy, R. K. Singh, K. K. Vaze, A. K. Ghosh and H. S. Kushwaha Reactor Safety Division, Bhabha

More information

A study of forming pressure in the tube-hydroforming process

A study of forming pressure in the tube-hydroforming process Journal of Materials Processing Technology 192 19 (2007) 404 409 A study of forming pressure in the tube-hydroforming process Fuh-Kuo Chen, Shao-Jun Wang, Ray-Hau Lin Department of Mechanical Engineering,

More information

EQUIVALENT FRACTURE ENERGY CONCEPT FOR DYNAMIC RESPONSE ANALYSIS OF PROTOTYPE RC GIRDERS

EQUIVALENT FRACTURE ENERGY CONCEPT FOR DYNAMIC RESPONSE ANALYSIS OF PROTOTYPE RC GIRDERS EQUIVALENT FRACTURE ENERGY CONCEPT FOR DYNAMIC RESPONSE ANALYSIS OF PROTOTYPE RC GIRDERS Abdul Qadir Bhatti 1, Norimitsu Kishi 2 and Khaliq U Rehman Shad 3 1 Assistant Professor, Dept. of Structural Engineering,

More information

e = (l/27r)ln(l- p/l+p'

e = (l/27r)ln(l- p/l+p' Key Engineering Materials Vols. J83-I87 (2000) pp. 73-78 2000 Trans Tech Publications. Switzerland Kinking out of a Mixed Mode Interface Crack T. Ikeda\ Y. Komohara^, A. Nakamura^ and N. Miyazaki^ ^ Department

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

Damage modeling for Taylor impact simulations

Damage modeling for Taylor impact simulations J. Phys. IV France 134 (2006) 331 337 C EDP Sciences, Les Ulis DOI: 10.1051/jp4:2006134051 Damage modeling for Taylor impact simulations C.E. Anderson Jr. 1, I.S. Chocron 1 and A.E. Nicholls 1 1 Engineering

More information

FEA A Guide to Good Practice. What to expect when you re expecting FEA A guide to good practice

FEA A Guide to Good Practice. What to expect when you re expecting FEA A guide to good practice FEA A Guide to Good Practice What to expect when you re expecting FEA A guide to good practice 1. Background Finite Element Analysis (FEA) has transformed design procedures for engineers. Allowing more

More information

Tensile stress strain curves for different materials. Shows in figure below

Tensile stress strain curves for different materials. Shows in figure below Tensile stress strain curves for different materials. Shows in figure below Furthermore, the modulus of elasticity of several materials effected by increasing temperature, as is shown in Figure Asst. Lecturer

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

Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double cantilever beam (DCB) specimens.

Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double cantilever beam (DCB) specimens. a). Cohesive Failure b). Interfacial Failure c). Oscillatory Failure d). Alternating Failure Fig. 1. Different locus of failure and crack trajectories observed in mode I testing of adhesively bonded double

More information

Numerical simulation the bottom structures. grounding test by LS-DYNA

Numerical simulation the bottom structures. grounding test by LS-DYNA 5 th European LS-DYNA Users Conference Methods and Techniques (3) Numerical simulation the bottom structures grounding test by LS-DYNA Ainian Zhang Graduate School of Frontier Sciences, The University

More information

Stress-Strain Behavior

Stress-Strain Behavior Stress-Strain Behavior 6.3 A specimen of aluminum having a rectangular cross section 10 mm 1.7 mm (0.4 in. 0.5 in.) is pulled in tension with 35,500 N (8000 lb f ) force, producing only elastic deformation.

More information

Evolution of Tenacity in Mixed Mode Fracture Volumetric Approach

Evolution of Tenacity in Mixed Mode Fracture Volumetric Approach Mechanics and Mechanical Engineering Vol. 22, No. 4 (2018) 931 938 c Technical University of Lodz Evolution of Tenacity in Mixed Mode Fracture Volumetric Approach O. Zebri LIDRA Laboratory, Research team

More information

Volume 2 Fatigue Theory Reference Manual

Volume 2 Fatigue Theory Reference Manual Volume Fatigue Theory Reference Manual Contents 1 Introduction to fatigue 1.1 Introduction... 1-1 1. Description of the applied loading... 1-1.3 Endurance curves... 1-3 1.4 Generalising fatigue data...

More information

MASONRY MICRO-MODELLING ADOPTING A DISCONTINUOUS FRAMEWORK

MASONRY MICRO-MODELLING ADOPTING A DISCONTINUOUS FRAMEWORK MASONRY MICRO-MODELLING ADOPTING A DISCONTINUOUS FRAMEWORK J. Pina-Henriques and Paulo B. Lourenço School of Engineering, University of Minho, Guimarães, Portugal Abstract Several continuous and discontinuous

More information

Effects of Forming Conditions of Roll Offset Method on Sectional Shape at the Corner of Square Steel Pipe +

Effects of Forming Conditions of Roll Offset Method on Sectional Shape at the Corner of Square Steel Pipe + Materials Transactions, Vol. 54, No. 9 (2013) pp. 1703 to 1708 2013 The Japan Society for Technology of Plasticity Effects of Forming Conditions of Roll Offset Method on Sectional Shape at the Corner of

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

6.37 Determine the modulus of resilience for each of the following alloys:

6.37 Determine the modulus of resilience for each of the following alloys: 6.37 Determine the modulus of resilience for each of the following alloys: Yield Strength Material MPa psi Steel alloy 550 80,000 Brass alloy 350 50,750 Aluminum alloy 50 36,50 Titanium alloy 800 116,000

More information

Cracks Jacques Besson

Cracks Jacques Besson Jacques Besson Centre des Matériaux UMR 7633 Mines ParisTech PSL Research University Institut Mines Télécom Aγνωστ oς Θεoς Outline 1 Some definitions 2 in a linear elastic material 3 in a plastic material

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

FAILURE ASSESSMENT DIAGRAM ASSESSMENTS OF LARGE-SCALE CRACKED STRAIGHT PIPES AND ELBOWS

FAILURE ASSESSMENT DIAGRAM ASSESSMENTS OF LARGE-SCALE CRACKED STRAIGHT PIPES AND ELBOWS Transactions, SMiRT-23, Paper ID 093 FAILURE ASSESSMENT DIAGRAM ASSESSMENTS OF LARGE-SCALE CRACKED STRAIGHT PIPES AND ELBOWS R A Ainsworth 1, M Gintalas 1, M K Sahu 2, J Chattopadhyay 2 and B K Dutta 2

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

Stress Concentration. Professor Darrell F. Socie Darrell Socie, All Rights Reserved

Stress Concentration. Professor Darrell F. Socie Darrell Socie, All Rights Reserved Stress Concentration Professor Darrell F. Socie 004-014 Darrell Socie, All Rights Reserved Outline 1. Stress Concentration. Notch Rules 3. Fatigue Notch Factor 4. Stress Intensity Factors for Notches 5.

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

THE DETERMINATION OF FRACTURE STRENGTH FROM ULTIMATE TENSILE AND TRANSVERSE RUPTURE STRESSES

THE DETERMINATION OF FRACTURE STRENGTH FROM ULTIMATE TENSILE AND TRANSVERSE RUPTURE STRESSES Powder Metallurgy Progress, Vol.3 (003), No 3 119 THE DETERMINATION OF FRACTURE STRENGTH FROM ULTIMATE TENSILE AND TRANSVERSE RUPTURE STRESSES A.S. Wronski, A.Cias Abstract It is well-recognized that the

More information

Generalized fracture toughness for specimens with re-entrant corners: Experiments vs. theoretical predictions

Generalized fracture toughness for specimens with re-entrant corners: Experiments vs. theoretical predictions Structural Engineering and Mechanics, Vol. 32, No. 5 (2009) 609-620 609 Generalized fracture toughness for specimens with re-entrant corners: Experiments vs. theoretical predictions Alberto Carpinteri,

More information

Fracture mechanics analysis of arc shaped specimens for pipe grade polymers

Fracture mechanics analysis of arc shaped specimens for pipe grade polymers Fracture mechanics analysis of arc shaped specimens for pipe grade polymers Pemra Özbek, Christos Argyrakis and Patrick Leevers Department of Mechanical Engineering, Imperial College London, London SW7

More information

A Repeated Dynamic Impact Analysis for 7x7 Spacer Grids by using ABAQUS/ Standard and Explicit

A Repeated Dynamic Impact Analysis for 7x7 Spacer Grids by using ABAQUS/ Standard and Explicit A Repeated Dynamic Impact Analysis for 7x7 Spacer Grids by using ABAQUS/ Standard and Explicit Kim, Jae-Yong, and Yoon, Kyung-Ho* * Korea Atomic Energy Research Institute ABSTRACT Spacer grids(sg) are

More information

Methodology for the evaluation of yield strength and hardening behavior of metallic materials by indentation with spherical tip

Methodology for the evaluation of yield strength and hardening behavior of metallic materials by indentation with spherical tip JOURNAL OF APPLIED PHYSICS VOLUME 94, NUMBER 1 1 JULY 2003 Methodology for the evaluation of yield strength and hardening behavior of metallic materials by indentation with spherical tip Dejun Ma Department

More information

EFFECT OF PILE-UP ON THE MECHANICAL CHARACTERISTICS OF STEEL WITH DIFFERENT STRAIN HISTORY BY DEPTH SENSING INDENTATION

EFFECT OF PILE-UP ON THE MECHANICAL CHARACTERISTICS OF STEEL WITH DIFFERENT STRAIN HISTORY BY DEPTH SENSING INDENTATION EFFECT OF PILE-UP ON THE MECHANICAL CHARACTERISTICS OF STEEL WITH DIFFERENT STRAIN HISTORY BY DEPTH SENSING INDENTATION Peter BURIK 1,a, Ladislav PEŠEK 2,b, Lukáš VOLESKÝ 1,c 1 Technical University of

More information

FRACTURE MECHANICS FOR MEMBRANES

FRACTURE MECHANICS FOR MEMBRANES FRACTURE MECHANICS FOR MEMBRANES Chong Li, Rogelio Espinosa and Per Ståhle Solid Mechanics, Malmö University SE 205 06 Malmö, Sweden chong.li@ts.mah.se Abstract During fracture of membranes loading often

More information

Development of material model for assessment of brittle cracking behavior of plexiglas

Development of material model for assessment of brittle cracking behavior of plexiglas IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Development of material model for assessment of brittle cracking behavior of plexiglas To cite this article: A. J. Khan et al

More information

Fracture mechanics fundamentals. Stress at a notch Stress at a crack Stress intensity factors Fracture mechanics based design

Fracture mechanics fundamentals. Stress at a notch Stress at a crack Stress intensity factors Fracture mechanics based design Fracture mechanics fundamentals Stress at a notch Stress at a crack Stress intensity factors Fracture mechanics based design Failure modes Failure can occur in a number of modes: - plastic deformation

More information

INVERSE METHOD FOR FLOW STRESS PARAMETERS IDENTIFICATION OF TUBE BULGE HYDROFORMING CONSIDERING ANISOTROPY

INVERSE METHOD FOR FLOW STRESS PARAMETERS IDENTIFICATION OF TUBE BULGE HYDROFORMING CONSIDERING ANISOTROPY 7 th EUROMECH Solid Mechanics Conference J. Ambrósio et.al. (eds.) Lisbon, Portugal, September 7-11, 2009 INVERSE METHOD FOR FLOW STRESS PARAMETERS IDENTIFICATION OF TUBE BULGE HYDROFORMING CONSIDERING

More information

Module-4. Mechanical Properties of Metals

Module-4. Mechanical Properties of Metals Module-4 Mechanical Properties of Metals Contents ) Elastic deformation and Plastic deformation ) Interpretation of tensile stress-strain curves 3) Yielding under multi-axial stress, Yield criteria, Macroscopic

More information

ME 243. Mechanics of Solids

ME 243. Mechanics of Solids ME 243 Mechanics of Solids Lecture 2: Stress and Strain Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: sshakil@me.buet.ac.bd, shakil6791@gmail.com Website: teacher.buet.ac.bd/sshakil

More information

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading

EMA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science (Mechanics of Materials) Chapter 2 Stress & Strain - Axial Loading MA 3702 Mechanics & Materials Science Zhe Cheng (2018) 2 Stress & Strain - Axial Loading Statics

More information

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3

MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 MECE 3321 MECHANICS OF SOLIDS CHAPTER 3 Samantha Ramirez TENSION AND COMPRESSION TESTS Tension and compression tests are used primarily to determine the relationship between σ avg and ε avg in any material.

More information

Supplementary Figures

Supplementary Figures Fracture Strength (GPa) Supplementary Figures a b 10 R=0.88 mm 1 0.1 Gordon et al Zhu et al Tang et al im et al 5 7 6 4 This work 5 50 500 Si Nanowire Diameter (nm) Supplementary Figure 1: (a) TEM image

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

An Analytical Model for Long Tube Hydroforming in a Square Cross-Section Die Considering Anisotropic Effects of the Material

An Analytical Model for Long Tube Hydroforming in a Square Cross-Section Die Considering Anisotropic Effects of the Material Journal of Stress Analysis Vol. 1, No. 2, Autumn Winter 2016-17 An Analytical Model for Long Tube Hydroforming in a Square Cross-Section Die Considering Anisotropic Effects of the Material H. Haghighat,

More information

STRAIN ASSESSMENT USFOS

STRAIN ASSESSMENT USFOS 1 STRAIN ASSESSMENT IN USFOS 2 CONTENTS: 1 Introduction...3 2 Revised strain calculation model...3 3 Strain predictions for various characteristic cases...4 3.1 Beam with concentrated load at mid span...

More information

Failure modes of glass panels subjected to soft missile impact

Failure modes of glass panels subjected to soft missile impact Failure modes of glass panels subjected to soft missile impact L. R. Dharani & J. Yu Dept. of Mech. and Aerospace Engineering and Engineering Mechanics, University of Missouri-Rolla, U.S.A. Abstract Damage

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

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

Fatigue Damage Development in a Steel Based MMC

Fatigue Damage Development in a Steel Based MMC Fatigue Damage Development in a Steel Based MMC V. Tvergaard 1,T.O/ rts Pedersen 1 Abstract: The development of fatigue damage in a toolsteel metal matrix discontinuously reinforced with TiC particulates

More information

TOUGHNESS OF PLASTICALLY-DEFORMING ASYMMETRIC JOINTS. Ford Research Laboratory, Ford Motor Company, Dearborn, MI 48121, U.S.A. 1.

TOUGHNESS OF PLASTICALLY-DEFORMING ASYMMETRIC JOINTS. Ford Research Laboratory, Ford Motor Company, Dearborn, MI 48121, U.S.A. 1. TOUGHNESS OF PLASTICALLY-DEFORMING ASYMMETRIC JOINTS M. D. Thouless, M. S. Kafkalidis, S. M. Ward and Y. Bankowski Department of Mechanical Engineering and Applied Mechanics, University of Michigan, Ann

More information

SIZE EFFECTS IN THE COMPRESSIVE CRUSHING OF HONEYCOMBS

SIZE EFFECTS IN THE COMPRESSIVE CRUSHING OF HONEYCOMBS 43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Con 22-25 April 2002, Denver, Colorado SIZE EFFECTS IN THE COMPRESSIVE CRUSHING OF HONEYCOMBS Erik C. Mellquistand Anthony M.

More information

Finite Element Analysis of Shot Peening -On the profile of a single dent-

Finite Element Analysis of Shot Peening -On the profile of a single dent- Finite Element Analysis of Shot Peening -On the profile of a single dent- Masahiro Kitamura, Katsuji Tosha, Emmanuelle Rouhaud 2 Meiji University, -- Higashimita, Tama-ku, Kawasaki 24-857, Japan 2 University

More information

ANALYTICAL PENDULUM METHOD USED TO PREDICT THE ROLLOVER BEHAVIOR OF A BODY STRUCTURE

ANALYTICAL PENDULUM METHOD USED TO PREDICT THE ROLLOVER BEHAVIOR OF A BODY STRUCTURE The 3rd International Conference on Computational Mechanics and Virtual Engineering COMEC 2009 29 30 OCTOBER 2009, Brasov, Romania ANALYTICAL PENDULUM METHOD USED TO PREDICT THE ROLLOVER BEHAVIOR OF A

More information

Cone-shaped socket connections for cylindrical members

Cone-shaped socket connections for cylindrical members NSCC2009 Cone-shaped socket connections for cylindrical members H. Kuwamura 1 & T. Ito 2 1 Department of Architecture, The University of Tokyo, Tokyo, Japan 2 Department of Architecture, Tokyo University

More information

Prediction of Elastic-Plastic Behaviour of Structures at Notches

Prediction of Elastic-Plastic Behaviour of Structures at Notches Prediction of Elastic-Plastic Behaviour of Structures at Notches TANWEER HUSSAIN*, MUJEEBUDDIN MEMON**, AND ZEESHAN ALI MEMON*** RECEIVED ON 01.05.2012 ACCEPTED ON 21.06.2012 ABSTRACT Under the condition

More information

Treatment of Constraint in Non-Linear Fracture Mechanics

Treatment of Constraint in Non-Linear Fracture Mechanics Treatment of Constraint in Non-Linear Fracture Mechanics Noel O Dowd Department of Mechanical and Aeronautical Engineering Materials and Surface Science Institute University of Limerick Ireland Acknowledgements:

More information

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N

N = N A Pb A Pb. = ln N Q v kt. = kt ln v N 5. Calculate the energy for vacancy formation in silver, given that the equilibrium number of vacancies at 800 C (1073 K) is 3.6 10 3 m 3. The atomic weight and density (at 800 C) for silver are, respectively,

More information

Experimental investigation on monotonic performance of steel curved knee braces for weld-free beam-to-column connections

Experimental investigation on monotonic performance of steel curved knee braces for weld-free beam-to-column connections Experimental investigation on monotonic performance of steel curved knee braces for weld-free beam-to-column connections *Zeyu Zhou 1) Bo Ye 2) and Yiyi Chen 3) 1), 2), 3) State Key Laboratory of Disaster

More information

Study of the Evolution of Elastoplastic Zone by Volumetric Method

Study of the Evolution of Elastoplastic Zone by Volumetric Method International Journal of Mechanics and Applications 2015, 5(1): 1-9 DOI: 10.5923/j.mechanics.20150501.01 Study of the Evolution of Elastoplastic Zone by Volumetric Method M. Moussaoui 1,*, S. Meziani 2

More information

Effect of various stress ratio parameters on cold upset forging of irregular shaped billets using white grease as lubricant

Effect of various stress ratio parameters on cold upset forging of irregular shaped billets using white grease as lubricant Indian Journal of Engineering & Materials Sciences Vol. 13, August 2006, pp. 281-292 Effect of various stress ratio parameters on cold upset forging of irregular shaped billets using white grease as lubricant

More information

University of Sheffield The development of finite elements for 3D structural analysis in fire

University of Sheffield The development of finite elements for 3D structural analysis in fire The development of finite elements for 3D structural analysis in fire Chaoming Yu, I. W. Burgess, Z. Huang, R. J. Plank Department of Civil and Structural Engineering StiFF 05/09/2006 3D composite structures

More information

A fatigue limit diagram for plastic rail clips

A fatigue limit diagram for plastic rail clips Computers in Railways XIV 839 A fatigue limit diagram for plastic rail clips S. Tamagawa, H. Kataoka & T. Deshimaru Department of Track Structures and Components, Railway Technical Research Institute,

More information

Elastic Properties of Solid Materials. Notes based on those by James Irvine at

Elastic Properties of Solid Materials. Notes based on those by James Irvine at Elastic Properties of Solid Materials Notes based on those by James Irvine at www.antonine-education.co.uk Key Words Density, Elastic, Plastic, Stress, Strain, Young modulus We study how materials behave

More information

DESCRIBING THE PLASTIC DEFORMATION OF ALUMINUM SOFTBALL BATS

DESCRIBING THE PLASTIC DEFORMATION OF ALUMINUM SOFTBALL BATS DESCRIBING THE PLASTIC DEFORMATION OF ALUMINUM SOFTBALL BATS E. BIESEN 1 AND L. V. SMITH 2 Washington State University, 201 Sloan, Spokane St, Pullman, WA 99164-2920 USA 1 E-mail: ebiesen@gonzaga.edu 2

More information

Prediction of Elastic Constants on 3D Four-directional Braided

Prediction of Elastic Constants on 3D Four-directional Braided Prediction of Elastic Constants on 3D Four-directional Braided Composites Prediction of Elastic Constants on 3D Four-directional Braided Composites Liang Dao Zhou 1,2,* and Zhuo Zhuang 1 1 School of Aerospace,

More information

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS Advanced Materials Development and Performance (AMDP2011) International Journal of Modern Physics: Conference Series Vol. 6 (2012) 343-348 World Scientific Publishing Company DOI: 10.1142/S2010194512003418

More information

Examination in Damage Mechanics and Life Analysis (TMHL61) LiTH Part 1

Examination in Damage Mechanics and Life Analysis (TMHL61) LiTH Part 1 Part 1 1. (1p) Define the Kronecker delta and explain its use. The Kronecker delta δ ij is defined as δ ij = 0 if i j 1 if i = j and it is used in tensor equations to include (δ ij = 1) or "sort out" (δ

More information

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure ISSN : 48-96, Vol. 6, Issue 8, ( Part -4 August 06, pp.3-38 RESEARCH ARTICLE Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure Dr.Ragbe.M.Abdusslam Eng. Khaled.S.Bagar ABSTRACT

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

Multiscale modeling of failure in ABS materials

Multiscale modeling of failure in ABS materials Institute of Mechanics Multiscale modeling of failure in ABS materials Martin Helbig, Thomas Seelig 15. International Conference on Deformation, Yield and Fracture of Polymers Kerkrade, April 2012 Institute

More information

Modelling dynamic fracture propagation in rock

Modelling dynamic fracture propagation in rock University of Wollongong Research Online Faculty of Engineering and Information Sciences - Papers: Part B Faculty of Engineering and Information Sciences 2017 Modelling dynamic fracture propagation in

More information

IOP Conference Series: Materials Science and Engineering. Related content PAPER OPEN ACCESS

IOP Conference Series: Materials Science and Engineering. Related content PAPER OPEN ACCESS IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Distributions of energy storage rate and microstructural evolution in the area of plastic strain localization during uniaxial

More information

A Study of Shear Stress Intensity Factor of PP and HDPE by a Modified Experimental Method together with FEM

A Study of Shear Stress Intensity Factor of PP and HDPE by a Modified Experimental Method together with FEM A Study of Shear Stress Intensity Factor of PP and HDPE by a Modified Experimental Method together with FEM Md. Shafiqul Islam, Abdullah Khan, Sharon Kao-Walter, Li Jian Abstract Shear testing is one of

More information

Princeton University. Adhsion and Interfacial Failure in Drug Eluting Stents

Princeton University. Adhsion and Interfacial Failure in Drug Eluting Stents Princeton University Adhsion and Interfacial Failure in Drug Eluting Stents Princeton University Background and Introduction Cardiovascular disease is the leading cause of death across the world It represents

More information

Module 5: Theories of Failure

Module 5: Theories of Failure Module 5: Theories of Failure Objectives: The objectives/outcomes of this lecture on Theories of Failure is to enable students for 1. Recognize loading on Structural Members/Machine elements and allowable

More information

C.J. Bennett, W. Sun Department of Mechanical, Materials and Manufacturing Engineering, University of Nottingham, Nottingham NG7 2RD, UK

C.J. Bennett, W. Sun Department of Mechanical, Materials and Manufacturing Engineering, University of Nottingham, Nottingham NG7 2RD, UK Optimisation of material properties for the modelling of large deformation manufacturing processes using a finite element model of the Gleeble compression test C.J. Bennett, W. Sun Department of Mechanical,

More information

Numerical study of the influence of the specimen geometry on split Hopkinson bar tensile test results

Numerical study of the influence of the specimen geometry on split Hopkinson bar tensile test results 6(2009) 285 298 Numerical study of the influence of the specimen geometry on split Hopkinson bar tensile test results Abstract Finite element simulations of high strain rate tensile experiments on sheet

More information