(i) /2rcx (2) (3) WEAK ADHESIVE JUNCTIONS IN THE PRESENCE OF INTERMOLECULAR INTERACTIONS

Similar documents
Transactions on Engineering Sciences vol 6, 1994 WIT Press, ISSN

Fracture Mechanics, Damage and Fatigue Linear Elastic Fracture Mechanics - Energetic Approach

G1RT-CT A. BASIC CONCEPTS F. GUTIÉRREZ-SOLANA S. CICERO J.A. ALVAREZ R. LACALLE W P 6: TRAINING & EDUCATION

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

Elastic and Elastic-Plastic Behaviour of a Crack in a Residual Stress Field

THERMAL IMAGING FOR THE ANALYSIS OF ENERGY BALANCE

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

Singularity characteristics for a lip-shaped crack subjected to remote biaxial loading

Stress intensity factor analysis for an interface crack between dissimilar isotropic materials

Two semi-infinite interfacial cracks between two bonded dissimilar elastic strips

Validity of fracture mechanics concepts applied to wood by finite element calculation

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

Abstract. 1 Introduction

Mode II stress intensity factors determination using FE analysis

Transactions on Engineering Sciences vol 6, 1994 WIT Press, ISSN

Fracture Mechanics of Concrete Structures Proceedings FRAMCOS-3 Aedificatio Publishers, D Frei burg, Germany OF THE STANDARD

Transactions on Engineering Sciences vol 6, 1994 WIT Press, ISSN

Transactions on Engineering Sciences vol 6, 1994 WIT Press, ISSN

+ S/y. The wetted portion of the surface is then delimited by a certain contact line L (here a

WESTERGAARD COMPLEX STRESS FUNCTIONS (16)

P. G. de Gennes contributions to understanding adhesion. ~ 20 papers between 1982 and 1996

A Constitutive Framework for the Numerical Analysis of Organic Soils and Directionally Dependent Materials

Local friction of rough contact interfaces with rubbers using contact imaging approaches mm

Fracture Behavior. Section

Back Analysis of Measured Displacements of Tunnels

Mechanical properties of polymers: an overview. Suryasarathi Bose Dept. of Materials Engineering, IISc, Bangalore

The effect of a crack-tip radius on the validity of the singular solution

Mechanics of Earthquakes and Faulting

Discrete Element Modelling of a Reinforced Concrete Structure

INFLUENCE OF THE LOCATION AND CRACK ANGLE ON THE MAGNITUDE OF STRESS INTENSITY FACTORS MODE I AND II UNDER UNIAXIAL TENSION STRESSES

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

Stress intensity factors determination for an inclined central crack on a plate subjected to uniform tensile loading using FE analysis

Experimentally Calibrating Cohesive Zone Models for Structural Automotive Adhesives

Advanced Strength of Materials Prof S. K. Maiti Mechanical Engineering Indian Institute of Technology, Bombay. Lecture 27

Elasticity of the human red blood cell skeleton

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

Static and Time Dependent Failure of Fibre Reinforced Elastomeric Components. Salim Mirza Element Materials Technology Hitchin, UK

The influence of elastic mismatch on the size of the plastic zone of a crack terminating at a brittle-ductile interface

Cavity Expansion Methods in Geomechanics

Configurational Forces as Basic Concepts of Continuum Physics

Materials and Structures

Transactions on Modelling and Simulation vol 9, 1995 WIT Press, ISSN X

Elastic reciprocity and symmetry constraints on the stress field due to a surface-parallel distribution of dislocations

Finite element analysis of longitudinal debonding between fibre and matrix interface

A novel approach to predict the growth rate of short cracks under multiaxial loadings

FRACTURE MECHANICS FOR MEMBRANES

TENSILE CRACKING VIEWED AS BIFURCATION AND INSTABILITY IN A DISCRETE INTERFACE MODEL

EE C245 ME C218 Introduction to MEMS Design Fall 2007

TMHL TMHL (Del I, teori; 1 p.) SOLUTION I. II.. III. Fig. 1.1

ANALYTICAL MODEL FOR FRICTION FORCE BETWEEN A STEEL ROLLER AND A PLANE POLYMER SAMPLE IN SLIDING MOTION

SOIL MODELS: SAFETY FACTORS AND SETTLEMENTS

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

S.P. Timoshenko Institute of Mechanics, National Academy of Sciences, Department of Fracture Mechanics, Kyiv, Ukraine

436 A. Barani and G.H. Rahimi assessment models have been employed to investigate the LBB of cracked pipes that are not for combined load [8]. Yun-Jae

Abstract. 1 Introduction

PROPERTIES OF POLYMERS

Multi-scale digital image correlation of strain localization

Friction of Extensible Strips: an Extended Shear Lag Model with Experimental Evaluation

Frontiers of Fracture Mechanics. Adhesion and Interfacial Fracture Contact Damage

Lecture 7, Foams, 3.054

Lattice element method

Abvanced Lab Course. Dynamical-Mechanical Analysis (DMA) of Polymers

SKIN-STRINGER DEBONDING AND DELAMINATION ANALYSIS IN COMPOSITE STIFFENED SHELLS

arxiv:cond-mat/ v1 25 Feb 1994

A unifying model for fluid flow and elastic solid deformation: a novel approach for fluid-structure interaction and wave propagation

Numerical modelling of elastic-plastic deformation at crack tips in composite material under stress wave loading

MECHANICAL AND RHEOLOGICAL PROPERTIES

Game Physics. Game and Media Technology Master Program - Utrecht University. Dr. Nicolas Pronost

A Direct Derivation of the Griffith-Irwin Relationship using a Crack tip Unloading Stress Wave Model.

12. Stresses and Strains

Solving First Order PDEs

ON THE FACE STABILITY OF TUNNELS IN WEAK ROCKS

Method for calculating the stress intensity factor for mode-i indentation with eccentric loads

CRACK-TIP DRIVING FORCE The model evaluates the eect of inhomogeneities by nding the dierence between the J-integral on two contours - one close to th

MMJ1133 FATIGUE AND FRACTURE MECHANICS E ENGINEERING FRACTURE MECHANICS

Module 7: Micromechanics Lecture 34: Self Consistent, Mori -Tanaka and Halpin -Tsai Models. Introduction. The Lecture Contains. Self Consistent Method

BRIDGING LAW SHAPE FOR LONG FIBRE COMPOSITES AND ITS FINITE ELEMENT CONSTRUCTION

Solving First Order PDEs

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

NOTES: Marking Scheme five questions out of nine (all questions cany 20 marks) 5. (a) 10 marks, (b) 10 marks

VERIFICATION OF BRITTLE FRACTURE CRITERIA FOR BIMATERIAL STRUCTURES

Integral equations for crack systems in a slightly heterogeneous elastic medium

Indentation cracking of glass II: Relationship between crack resistance and equibiaxial flexural strength

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

ASSESSMENT OF DYNAMICALLY LOADED CRACKS IN FILLETS

3D ANALYSIS OF H-M COUPLED PROBLEM WITH ZERO-THICKNESS INTERFACE ELEMENTS APPLIED TO GEOMECHANICS

Supplementary Figures

Introduction to Marine Hydrodynamics

Calculation of Energy Release Rate in Mode I Delamination of Angle Ply Laminated Composites

Slow crack growth in polycarbonate films

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

TC211 Workshop CALIBRATION OF RIGID INCLUSION PARAMETERS BASED ON. Jérôme Racinais. September 15, 2015 PRESSUMETER TEST RESULTS

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

MASONRY MICRO-MODELLING ADOPTING A DISCONTINUOUS FRAMEWORK

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression

INFLUENCE OF TEMPERATURE ON BEHAVIOR OF THE INTERFACIAL CRACK BETWEEN THE TWO LAYERS

Engineering Sciences 241 Advanced Elasticity, Spring Distributed Thursday 8 February.

Journal of Composite Materials. On Cyclical Hygrothermal Fields in Laminated Plates. Keywords: cyclical hygrothermal field, laminated plate

Testing Elastomers and Plastics for Marc Material Models

CHARACTERIZING ADHESION OF PSA TAPES USING THE SHAFT LOADED BLISTER TEST

Transcription:

International Journal of Fracture 67: R23-R30, 1994. R2 3 1994 Kluwer Academic Publishers. Printed in the Netherlands. WEAK ADHESIVE JUNCTIONS IN THE PRESENCE OF INTERMOLECULAR INTERACTIONS Yves Marciano and Elie Raphak7 Laboratoire de Physique de la Mati~re Condens& Collgge de France, URA CNRS n 792 11, place Marcelin-Berthelot, 75231 Paris Cedex 05, France tel: 33 (1) 44 27 10 83; FAX: 33 (1) 44 27 10 82 Polymer adhesive has been the subject of many theoretical and experimental studies in the last few years [1]. Certain weak adhesive junctions [2] may be described by a mechanical model where: (i) the opening rate dh/dt vanishes when the stress ~ is below a certain threshold value ~* and (ii) for ~>~*, the opening rate increases with the stress as dh/dt = Q-~(o-o*) where Q is a friction coefficient. This model, called in the literature the Model II, has been explored in detail [3] [4]. Intermolecular interactions, which give rise to the thermodynamic work of adhesive W, have been recently incorporated into this model in the limit of zero crack velocity [5][6]. In this paper we generalise these studies to finite crack velocities. In particular, we calculate the length of the junction L as well as the fracture energy G. Consider the problem of a mode I semi-infinite crack embedded in a linear purely elastic material. For plane strain conditions the normal stress distribution or(x) and the crack displacement u(x) are respectively given by [7] and K o(x) - x > 0; = 0 /2rcx x<0 2(1- V)K~, ]'~ u(x)- Ix ~/ 2n x<0; u(x)=0 x>0 (i) (2) where Ix is the shear modulus, v the Poisson ratio and K the stress intensity factor. The fracture energy per unit area G is given by Irwin's equation [8] G - 1-VK2" 2IX (3) In a cohesive zone model the singular stress (1) is relaxed by inelastic deformation in a zone directly ahead of the crack (see Fig. 1). In this region (0<x<L) the elastic field may be described in terms of a source function ~(x) defined by [9][3] I~ Journ of Fracture 67 (1994)

R24 and O(X) = I.tfo x dy(x)(y) (x-y) -it2 u(x) = 2(1 -v) fx L dye(y) (y -- X) 1/2. (4) (5) It can be shown [10] that (4) and (5) are equivalent to the standard formulation [11] dy (y)in (6) 1- f i V-yl At large distance (Ixl >> L), (4) and (5) reduce to (1) and (2) with g 2~- fo dye(y). L (7) The mechanical behaviour of the junction is described [5][12] by the following law relating the rate of opening dh/dt=2du/dt and the normal stress (Model II) dh Q-l(o_~,) o>c*; dh 0 a<c*. (8) dt dt where Q is the friction coefficient of the junction and c* is a threshold stress. Note that the opening rate is continuous at ~ = o*. We now consider the problem of a steadily growing crack with translational velocity V. Inserting (4) and (5) into (8) we obtain the fundamental equation AxO(x) = -- (9) ~t where A~ is the following linear integral operator AxO(x ) = foxdydp(y) (x-y) ~/2- ~, f LdydP(y)(y --x) -~'2 (io) and ~. = V/V* a reduced velocity with V* = Ix/[2(1 -v)q ]. Equation (9) is a non-homogeneous linear integral equation for the function O(x). It must be supplemented by the boundary condition source Int. Journ of Fracture 67 (1994)

R25 h z = 2u(x = 0) (11) where h e is the terminal value of the junction opening. Using (5), (11) can be rewritten as hf 4(1 -v) - Jo L C dy(~(y )y 1:2. We have also the conditions that (i) in the absence of connectors G reduces to W, (ii) in the zero-rate limit (V -->0) G reduces to G O = W + o*ht [6]. (12) (13) (14) The solution of (9) can be written as O(x) = O.(x) + O (x) (15) where (I).(x) and OM(x ) satisfy respectively AxO.(x) = - (16) and A~Ou(x) = O. (17) The source function On(x ) was derived by Fager et al. [4], On(x)= ~* 1 X -(½+~)(L -- X) 1 1 gb(~-e, ~+e) (18) where ~ is related to the reduced velocity ~. by tan(me) = 2L. (19) In (18), B(x,y) denotes the beta function B(x,y) = F(x) F(y)/l-'(x+y) where F(x) is the gamma function [13]. The source function ~u(x), which originates from the intermolecular forces, is given by ( w )" 1 (20) This form is obtained by solving (18) with the conditions (14) and (15). The dependence

R26 x - x) -''' was already proposed by de Gennes and Troian in their investigation of the so-called Model I [14]. Knowing (l)(x) = (I),(x) + (I)u(x), we can now calculate the length of the junction L, see (12), the stress intensity factor K, see (7) and finally the fracture energy G, see (3). The length L of the cohesive zone can be determined by using the boundary condition (11). Inserting (15) into (12) we obtain hf t~*b(1-e,1 +e). ( W )l'2b(1-e,e)lv2 -- 1----L +....... 4(1-v) ~~-~-a,i+a) tul-t(1-v)) B(~-I~,E) (21) Hence L Lo 11 B(~q-e),.~f "~ 1+-~+1 1.,'I / G*h B(1 +~,}-~),q (22) where L o denotes the zero-rate limit L -4(1-v) W {_U.~ "V" +--C+I) (23) At low velocities (V<<V*) we obtain 41n2 V ] V L = L l+~f+7 *hfv*+"" --<<I. V* (24) At higher velocities (V>>V*) two cases must be considered depending on the value of the parameter o*h/w (i) if o*hf/w>>l then 1 v L= --*>>1 2(1 -v) c* V* V (25)

R27 (ii) if a*h~/w<< 1 then L_=,< 7 16(1 -v) W (,V-g) V W 1 ~-7 (~*hi (26) 1 h:v w v L_=_ 2(1 -v) (~* V* 1 << ~--~/<< V* Figure 2 represents the behaviour of L/L o as a function of the reduced velocity V/V* for three values of the parameter c*hf/w. The stress intensity factor K can be determined by using (7). Inserting (15) into (7) we have K cs'~ll B (~ - E) 1 "l- ~) L 112.t_ ( W ~1,2 (27) Substitution of (22) into (27) yields 1 (1-e,~+e)J (28) Using Irwin's equation (3) we obtain the fracture energy of the junction B(1 1 +e,7-e) G = W + (~*h/ 1 B(1-8,~+8) with the limiting behaviours (29) G =G ll +41-n2 I l r+~. 1 e 7-*+''" V V V,<< 1 nv V G =o*h/2v, V,>> 1 (30) where G O is the zero-rate limit: G O = W + c*hf [6]. Figure 3 represents the behaviour of (G-W)/Go-W) as a function of the reduced velocity V/V*. This function is independent of the parameter o*h~/w, see (29). Equation (29) indicates that at any velocity the fracture energy is a

R28 linear combination of the thermodynamic work of adhesion and the pull-out work. In this paper we have investigated the properties of the so-called Model II taking into account molecular interactions. This model may be used to describe the process of chain pull-out and the relation between chain pull-out and interface toughness in the adhesion of elastomers [15][16]. Our main results are expressions (22) and (29) for the length L of the junction and for the fracture energy G as a function of the reduced velocity V/V*, the thermodynamic work of adhesion W and the zero-rate limit of the pull-out work t~*h r. Note that in our model the stress c(x) ahead of the cohesive zone tip becomes much larger than ~* as one approaches x = L. Nevertheless, the junction remains closed for x > L for one must first reach a sufficiently large stress to overcome the attractive intermolecular forces and to separate the two sides of the junction. Only then can the opening process described by (8) take place. Acknowledgements: We thank H. Brown, P.-G. de Gennes, C.-Y. Hui and L. l_~ger for stimulating and helpful discussions. Y.M. is grateful to Rh~)ne-Poulenc Recherches for support. REFERENCES [1] H.R. Brown, Annual Review of Material Science 21 (1991) 463. [2] P.-G. de Gennes, Canadian Journal of Physics 68 (1990) 1049. [3] P.-G. de Gennes, Journal of Physics, France 5 (1989) 2551; Comptes Rendus Academie des Sciences Paris, t. 309, S~rie II (1989) 1125. [4] L.-O. Fager, J.L. Bassani, C.-Y. Hui and D.-B. Xu, International Journal of Fracture Mechanics 52 (1991) 119. [5] E. Raphael and P.-G. de Gennes, Journal of Physical Chemistry 96 (1992) 4002. [6] H.R. Brown, C-Y. Hui and E. Raph~iel, Macromolecules 27 (1994) 608. [7] M.F. Kanninen and C.H. Popelar, Advanced Fracture Mechanics, Oxford University Press (1985). [8] G.R. Irwin, Applied Materials Research 3 (1964) 65. [9] A. Cottrell, in Physics of Strength and Plasticity, A.S. Argon (ed.), MIT Press (1969) 257. [10] C.-Y. Hui and E. Rapha'~l, International Journal of Fracture Mechanics 61 (1993) R51.

R29 [11] H. Tada, P.C. Paris and G.R. Irwin, Stress Analysis of Cracks Handbook, Del Research Corporation, Hellertown, PA (1973). [12] E. Raphael and P.-G. de Gennes, Les Houches, Soft Order in Physical Systems, R. Bruinsma and Y. Rabin (eds.) (1994). [13] I.S. Gradshteyn and I.M. Ryzhik, Tables oflntegrals, Series and Products, A. Jeffry (ed.) Academic Press, New York (1965) 933. [14] P.-G. de Gennes and S.M. Troian, Comptes Rendus Academie des Sciences Paris, t. 311, S~rie II (1990) 389. [15] H.R. Brown, Macromolecules 26 (1993) 1666. [16] C. Creton, H.R. Brown and K.R. Shull, Macromolecules, submitted. 3 March 1994 crack I y ~,~ J cohesive crack tip cohesive zone Figure i. A global view of the cohesive zone. Int Journ of Fracture 67 (1994]

R30 70 60 50 o 40,-..1 30 2 20 I0 3 0 0 1 2 3 4 5 6 7 8 Figure 2. V/V* Plots of L/L 0 versus V/V* for different values of the parameter o*hf/w: curve 1, ~*hf/w=o.o1; curve 2, ~*h./w=0.25; curve 3, ~*hf/w=5. 15 I 0! 5 0 1 2 3 4 5 V/V* 7 8 Figure 3. Plot of (G-W)/(G0-W) versus V/V*.