From nano to macro: Introduction to atomistic modeling techniques IAP 2007 xxx Nanomechanics of hierarchical biological materials (cont’d) Lecture 7 Markus J. Buehler Outline 1. 2. 3. 4. 5. 6. 7. 8. Introduction to Mechanics of Materials Basic concepts of mechanics, stress and strain, deformation, strength and fracture Monday Jan 8, 09-10:30am Introduction to Classical Molecular Dynamics Introduction into the molecular dynamics simulation; numerical techniques Tuesday Jan 9, 09-10:30am Mechanics of Ductile Materials Dislocations; crystal structures; deformation of metals Tuesday Jan 16, 09-10:30am The Cauchy-Born rule Calculation of elastic properties of atomic lattices Friday Jan 19, 09-10:30am Dynamic Fracture of Brittle Materials Nonlinear elasticity in dynamic fracture, geometric confinement, interfaces Wednesday Jan 17, 09-10:30am Mechanics of biological materials Monday Jan. 22, 09-10:30am Introduction to The Problem Set Atomistic modeling of fracture of a nanocrystal of copper. Wednesday Jan 22, 09-10:30am Size Effects in Deformation of Materials Size effects in deformation of materials: Is smaller stronger? Friday Jan 26, 09-10:30am © 2007 Markus J. Buehler, CEE/MIT Entropic change as a function of stretch x-end-to-end distance Entropic Regime Energetic Regime Figure by MIT OCW. S = c − kb r 3 2 b = 2nl 2 2 2 © 2007 Markus J. Buehler, CEE/MIT Entropic elasticity: Derivation Freely jointed Gaussian chain with n links and length l each (same for all chains in rubber) end-to-end 3 2 r distance of S = c − kb 2 r 2 where b = 2 2nl chain ( ) ( ) ( ) ΔS = − kb 2 ∑ λ12 − 1 x 2 + λ22 − 1 y 2 + λ32 − 1 z 2 Nb r1 λ 1r 1 b r2 a Figure by MIT OCW. λ 2b λ 2r 2 λ 1a © 2007 Markus J. Buehler, CEE/MIT Entropic elasticity: Derivation The length < rb > in the unstressed state is equal to the mean square length of totally free chains. 2 It can be shown that rRMS = n ⋅ l =< < rb2 > < r >= n ⋅ l 2 b 2 1 < x >=< y >=< z >= n ⋅ l = 2 2b 2 [( 2 ) ( 2 2 1 3 ) ( )] ΔS = −kN b / 2 λ − 1 + λ − 1 + λ − 1 2 1 2 2 2 3 U = −TΔS = N bkT (λ + λ + λ − 3) 1 2 ( 2 1 2 2 2 3 U = C λ +λ +λ −3 2 1 2 2 2 3 ) No explicit dep. on b any more C = E/6 σ = ( E / 3)(λ2 − 1 / λ ) © 2007 Markus J. Buehler, CEE/MIT Persistence length ξp t(s) tangent slope y l θi r o Figure by MIT OCW. x ξp = l/2 s The length at which a filament is capable of bending significantly in independent directions, at a given temperature. This is defined by a autocorrelation function which gives the characteristic distance along the contour over which the tangent vectors t(s) become uncorrelated © 2007 Markus J. Buehler, CEE/MIT Worm-like chain model Freely-jointed rigid rods Image removed due to copyright restrictions. DNA 4-plat electron micrograph (Cozzarelli, Berkeley) Continuously flexible ropes Worm like chain model © 2007 Markus J. Buehler, CEE/MIT Worm-like chain model This spring constant is only valid for small deformations from a highly convoluted molecule, with length far from its contour length x << L A more accurate model (without derivation) is the Worm-like chain model (WLC) that can be derived from the KratkyPorod energy expression (see D. Boal, Ch. 2) A numerical, approximate solution of the WLC model: ⎞ 1 1 kT ⎛ 1 ⎜⎜ F= − + x / L ⎟⎟ 2 ξ p ⎝ 4 (1 − x / L ) 4 ⎠ Marko and Siggia, 1995 © 2007 Markus J. Buehler, CEE/MIT Outline and content (Lecture 7) Topic: Nanostructure of biological materials (proteins, molecules, composites of organic-inorganic components..); deformation mechanisms; size effects – fracture at nanoscale, adhesion Examples: Deformation of collagen, vimentin, …: Protein mechanics Material covered: Covalent bonding and models, chemical complexity, molecular potentials: CHARMM and DREIDING Important lesson: Models for bonding in proteins, entropic vs. energetic elasticity; complexity of biological materials (multi-functional, nanostructured, precise arrangement, ..); small-scale fracture/adhesion: smaller is stronger Historical perspective: AFM, single molecule mechanics; Griffith concept and adhesion strength, size effects © 2007 Markus J. Buehler, CEE/MIT Proteins An important building block in biological systems are proteins Proteins are made up of amino acids 20 amino acids carrying different side groups (R) Amino acids linked by the amide bond via condensation Proteins have four levels of structural organization: primary, secondary, tertiary and quaternary © 2007 Markus J. Buehler, CEE/MIT Protein structure Primary structure: Sequence of amino acids Secondary structure: Protein secondary structure refers to certain common repeating structures found in proteins. There are two types of secondary structures: alpha-helix and beta-pleated sheet. Tertiary structure: Tertiary structure is the full 3-dimensional folded structure of the polypeptide chain. Quartenary Structure: Quartenary structure is only present if there is more than one polypeptide chain. With multiple polypeptide chains, quartenary structure is their interconnections and organization. A A S X D X S L V E V H X X Images removed due to copyright restrictions. © 2007 Markus J. Buehler, CEE/MIT 20 natural amino acids Images removed due to copyright restrictions. Table of amino acid chemical structures. See similar image: http://web.mit.edu/esgbio/www/lm/proteins/aa/aminoacids.gif. © 2007 Markus J. Buehler, CEE/MIT Hierarchical structure of collagen Collagen features hierarchical structure Images removed due to copyright restrictions. Goal: Understand the scale-specific properties and crossscale interactions Macroscopic properties of collagen depend on the finer scales Material properties are scale-dependent (Buehler, JMR, 2006) © 2007 Markus J. Buehler, CEE/MIT Elasticity of tropocollagen molecules ⎞ 1 1 kT ⎛ 1 ⎜⎜ F= − + x / L ⎟⎟ 2 ξ p ⎝ 4 (1 − x / L ) 4 ⎠ 14 12 Experimental data Theoretical model Force (pN) 10 8 6 4 2 0 -2 0 50 100 150 200 250 300 350 Extension (nm) The force-extension curve for stretching a single type II collagen molecule. The data were fitted to Marko-Siggia entropic elasticity model. The molecule length and persistence length of this sample is 300 and 7.6 nm, respectively. Figure by MIT OCW. Sun, 2004 © 2007 Markus J. Buehler, CEE/MIT Modeling organic chemistry Images removed due to copyright restrictions. Covalent bonds (directional) Electrostatic interactions H-bonds vdW interactions © 2007 Markus J. Buehler, CEE/MIT Model for covalent bonds Bonding between atoms described as combination of various terms, describing the angular, stretching etc. contributions Image removed due to copyright restrictions. http://www.ch.embnet.org/MD_tutorial/pages/MD.Part2.html http://www.pharmacy.umaryland.edu/faculty/amackere/force_fields.htm © 2007 Markus J. Buehler, CEE/MIT Model for covalent bonds Courtesy of the EMBnetEducation & Training Committee. Used with permission. Images created for the CHARMM tutorial by Dr. Dmitry Kuznetsov(Swiss Institute of Bioinformatics) for the EMBnetEducation & Training committee (http://www.embnet.org) http://www.ch.embnet.org/MD_tutorial/pages/MD.Part2.html © 2007 Markus J. Buehler, CEE/MIT Review: CHARMM potential Chemical type Kbond bo C−C 100 kcal/mole/Å2 1.5 Å C=C 200 kcal/mole/Å2 1.3 Å C≡C 400 kcal/mole/Å2 1.2 Å Different types of C-C bonding represented by different choices of b0 and kb; Bond Energy versus Bond length Need to retype when chemical environment changes Potential Energy, kcal/mol 400 300 Single Bond Double Bond 200 Triple Bond Vbond = K b (b − bo ) 2 100 0 0.5 1 1.5 2 2.5 Bond length, Å http://www.ch.embnet.org/MD_tutorial/pages/MD.Part2.html http://www.pharmacy.umaryland.edu/faculty/amackere/force_fields.htm © 2007 Markus J. Buehler, CEE/MIT Review: CHARMM potential Image removed for copyright restrictions. See the graph on this page: http://www.ch.embnet.org/MD_tutorial/pages/MD.Part2.html Nonbonding interactions vdW (dispersive) Coulomb (electrostatic) H-bonding © 2007 Markus J. Buehler, CEE/MIT DREIDING potential Geometric Valence Parameters for DREIDING Atom H_ H__ HB H_ b B_ 3 B_ 2 C_ 3 C_ R C_ 2 C_ 1 N_ 3 N_ R N_ 2 N_ 1 O_ 3 O_ R O_ 2 O_ 1 F_ A13 Bond radius o RI0, A Bond angle, deg 0.330 0.330 0.510 0.880 0.790 0.770 0.700 0.670 0.602 0.702 0.650 0.615 0.556 0.660 0.660 0.560 0.528 0.611 1.047 180.0 180.0 90.0 109.471 120.0 109.471 120.0 120.0 180.0 106.7 120.0 120.0 180.0 104.51 120.0 120.0 180.0 180.0 109.471 Atom Bond radius o RI0, A Bond angle, deg Si3 P_ 3 S_ 3 Cl Ga3 Ge3 As3 Se3 Br In3 Sn3 Sb3 Te3 I_ Na Ca Fe Zn 0.937 0.890 1.040 0.997 1.210 1.210 1.210 1.210 1.167 1.390 1.373 1.432 1.280 1.360 1.860 1.940 1.285 1.330 109.471 93.3 92.1 180.0 109.471 109.471 92.1 90.6 180.0 109.471 109.471 91.6 90.3 180.0 90.0 90.0 90.0 109.471 o KIJ (1) = 700 (kcal / mol) /A2 Valence Force Constants for DREIDING Bonds n=1 K = 700 (kcal / mol) /A 2 n=2 K = 1400 (kcal / mol) /A o o 2 o n=3 K = 2100 (kcal / mol) /A2 Angles K = 100 (kcal / mol) /rad2 D = 70 kcal / mol D = 140 kcal / mol D = 210 kcal / mol Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT UFF “Universal Force Field” • Can handle complete periodic table • Force constants derived using general rules of element, hybridization and connectivity Features: • Atom types=elements Pauling-type bond order correction • Chemistry based rules for determination of force constants Rappé et al. © 2007 Markus J. Buehler, CEE/MIT Common empirical force fields Class I (experiment derived, simple form) CHARMM CHARMm (Accelrys) AMBER OPLS/AMBER/Schrödinger ECEPP (free energy force field) GROMOS Harmonic terms; Derived from vibrational spectroscopy, gasphase molecular structures Very system-specific Class II (more complex, derived from QM) CFF95 (Biosym/Accelrys) MM3 MMFF94 (CHARMM, Macromodel…) UFF, DREIDING Include anharmonic terms Derived from QM, more general Image removed due to copyright restrictions. http://www.ch.embnet.org/MD_tutorial/pages/MD.Part2.html http://www.pharmacy.umaryland.edu/faculty/amackere/force_fields.htm http://amber.scripps.edu/ © 2007 Markus J. Buehler, CEE/MIT Alpha helix and beta sheets Hydrogen bonding e.g. between O and H in H2O Between N and O in proteins… Images removed due to copyright restrictions. Image removed due to copyright restrictions. Image removed due to copyright restrictions. See: http://www.columbia.edu/cu/biology/courses/c2005/images/3levelpro.4.p.jpg © 2007 Markus J. Buehler, CEE/MIT Unfolding of alpha helix structure I IIb IIa III Figure by MIT OCW. 1,500 Force (pN) 12,000 1,000 500 0 8,000 0 0.2 v = 65 m/s v = 45 m/s v = 25 m/s v = 7.5 m/s v = 1 m/s model model 0.1 nm/s 0.4 4,000 0 0 50 100 150 200 Strain (%) Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT Source: Ackbarow, T., and M. J. Buehler. "Superelasticity, Energy Dissipation and Strain Hardening of Vimentin Coiled-coil Intermediate Filaments." Accepted for publication in: J Materials Science (in press), DOI 10.1007/s10853-007-1719-2 (2007). Unfolding of alpha helix structure Simulation data Force at AP in pN 2,500 Experimental data Homogeneous rupture (theory) 2,000 1,500 1,000 500 0 1.E-08 v0 = 0.161 m/s 1.E-06 1.E-04 1.E-02 1.E+00 1.E+02 Pulling speed in m/s Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT Source: Ackbarow, T., and M. J. Buehler. "Superelasticity, Energy Dissipation and Strain Hardening of Vimentin Coiled-coil Intermediate Filaments." Accepted for publication in: J Materials Science (in press), DOI 10.1007/s10853-007-1719-2 (2007). Spider Silk Composed almost solely of protein, such as Spidroin (MaSp) I & II Semi-crystalline polymer Amorphous phase: Rubber-like chains, Gly-rich matrix Crystals: H-bonded β-sheets of poly-Ala sequences Images removed due to copyright restrictions. Keten and Buehler, 2007 © 2007 Markus J. Buehler, CEE/MIT Unfolding of beta sheet Titin I27 domain: Very resistant to unfolding due to parallel Hbonded strands Force - Displacement Curve 6000 Force (pN) 5000 4000 3000 2000 1000 0 0 50 100 150 200 250 300 Displacement (A) Figure by MIT OCW. Keten and Buehler, 2007 Image removed due to copyright restrictions. © 2007 Markus J. Buehler, CEE/MIT Three-point bending test: Tropocollagen molecule 3.5 y = 0.8068x 3 Force (pN) 2.5 2 Figure by MIT OCW. Displacement d Force Fappl 1.5 y = 0.4478x y = 0.3171x 1 y = 0.1485x 0.5 0 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 Displacement (Angstrom) Buehler and Wong, 2007 © 2007 Markus J. Buehler, CEE/MIT Three-point bending test: Tropocollagen molecule Bending Stiffness (Nm2) 1.20E-28 1.00E-28 8.00E-29 6.00E-29 4.00E-29 MD results Linear (MD results) 2.00E-29 0.00E+00 0 0.05 Deformation Rate m/sec 0.1 Figure by MIT OCW. MD: Calculate bending stiffness; consider different deformation rates Result: Bending stiffness at zero deformation rate (extrapolation) Yields: Persistence length – between 3 nm and 25 nm (experiment: 7 nm) Buehler and Wong, 2007 © 2007 Markus J. Buehler, CEE/MIT Stretching experiment: Tropocollagen molecule Experiment (type II TC) Experiment (type I TC) MD WLC Force (pN) 12 8 4 0 x = 280 nm 0.5 0.6 0.7 0.8 0.9 1 Reduced Extension (x/L) Figure by MIT OCW. After Buehler and Wong. © 2007 Markus J. Buehler, CEE/MIT Fracture at ultra small scales Size effects © 2007 Markus J. Buehler, CEE/MIT Nano-scale fracture Failure mechanism of ultra small brittle single crystals as a function of material size Properties of adhesion systems as a function of material size: Is Griffith’s model for crack nucleation still valid at nanoscale? “Nano” σ Stress σ “Macro” h>>h h~h critcrit Griffith © 2007 Markus J. Buehler, CEE/MIT Review: Two paradoxons of classical fracture theories • Inglis (~1910): Stress infinite close to a elliptical inclusion once shape is crack-like “Inglis paradox”: Why does crack not extend, despite infinitely large stress at even small applied load? • Resolved by Griffith (~ 1950): Thermodynamic view of fracture G = 2γ “Griffith paradox”: Fracture at small length scales? Critical applied stress for fracture infinite in small (nano-)dimensions (ξ=O(nm))! Considered here Buehler et al., MRS Proceedings, 2004 & MSMSE, 2005; Gao, Ji, Buehler, MCB, 2004 Infinite peak stress σ∞ σ→∞ σ→∞ σ∞ σ yy ⎛ a⎞ ⎜ ⎟ = σ ⎜1 + 2 ρ ⎟⎠ ⎝ * 0 σ∞→∞ ξ σ∞→∞ Infinite bulk stress © 2007 Markus J. Buehler, CEE/MIT Thin strip geometry "Relaxed" element σ "Strained" element a~ δa a~ ξ a σ Figure by MIT OCW. Change in potential energy: Create a “relaxed” element from a “strained” element, per unit crack advance WP = WP (σ , a,...) © 2007 Markus J. Buehler, CEE/MIT Thin strip geometry Strain energy density: σ ε= σ E /(1 −ν 2 ) σ 1 1 = σε = 2 2 E /(1 −ν 2 ) 2 φP(1) Strain energy: WP(1) V = ξa~B σ 2 (1 −ν 2 ) ~ = ξa B 2E (plane strain) ε © 2007 Markus J. Buehler, CEE/MIT Thin strip geometry "Relaxed" element "Strained" element σ a~ δa a~ ξ a σ Figure by MIT OCW. WP(1) WP( 2 ) = 0 WP = W ( 2) P −W (1) P =− σ 2 (1 − ν 2 ) 2E ξaB σ 2 (1 −ν 2 ) ~ = ξa B 2E G= σ 2ξ (1 −ν 2 ) 2E © 2007 Markus J. Buehler, CEE/MIT Fracture of thin strip geometry Theoretical considerations G= σ 2ξ (1 −ν 2 ) E Young’s modulus 2γ = G 2E ν σ Griffith Poisson ratio, and Stress far ahead of the crack tip σ "Relaxed" element "Strained" element σ a~ δa a~ ξ a σ σ Figure by MIT OCW. ξ.. size of material Buehler et al., MRS Proceedings, 2004 & MSMSE, 2005; Gao, Ji, Buehler, MCB, 2004 © 2007 Markus J. Buehler, CEE/MIT Fracture of thin strip geometry Theoretical considerations Stress for spontaneous crack propagation 4γE σf = ξ (1 −ν 2 ) σ Æ ∞ for ξ Æ 0 Impossible: σmax=σth "Relaxed" element σ Length scale ξcr at σth cross-over ξ cr = 4γE σ th2 (1 −ν 2 ) "Strained" element a~ δa a~ ξ a ξ.. size of material σ Figure by MIT OCW. Buehler et al., MRS Proceedings, 2004 & MSMSE, 2005; Gao, Ji, Buehler, MCB, 2004 © 2007 Markus J. Buehler, CEE/MIT Breakdown of Griffith at ultra small scales Theoretical strength σf σth ξ cr Griffith ξcr γE ~ 2 σ max ξ Transition from Griffith-governed failure to maximum strength of material - Griffith theory breaks down below a critical length scale - Replace Griffith concept of energy release by failure at homogeneous stress © 2007 Markus J. Buehler, CEE/MIT Atomistic model Bulk (harmonic, FCC) 1 φ (r ) = a0 + k 0 ( r − r0 ) 2 2 r02 μ = k0 2 r0 = 21 / 6 a ≈ 1.587 E = 8 / 3μ k 0 = 572 .0 ν = 1/ 3 4γE hcr = 2 σ th (1 −ν 2 ) Interface (LJ) “dispersive-glue interactions” ⎛ ⎛ σ ⎞12 ⎛ σ ⎞ 6 ⎞ φ (r ) = 4ε ⎜ ⎜ ⎟ − ⎜ ⎟ ⎟ ⎜⎝ r ⎠ ⎝ r ⎠ ⎟⎠ ⎝ γ = N b ρ A Δφ ρ A = 1 / r02 ≈ 0.794 Nb = 4 Δφ ≈ 1 ε =σ =1 σ th ≈ 9.3 φ “repulsion” “attraction” r Choose E and γ such that length scale is in a regime easily accessible to MD © 2007 Markus J. Buehler, CEE/MIT Atomistic simulation results σ f = σ th Failure at theor. strength 1 σf = Stress σ0 /σcr 4γE 0.6 0.4 1 0.2 h(1 −ν 2 ) 3 2 0.8 0 0 1 2 3 4 5 hcr /h Griffith-governed failure ξ cr = Atomistic simulation indicates: 4γE σ th2 (1 −ν 2 ) Figure by MIT OCW. ¾ At critical nanometer-length scale, structures become insensitive to flaws: Transition from Griffith governed failure to failure at theoretical strength, independent of presence of crack!! (Buehler et al., MRS Proceedings, 2004; Gao, Ji, Buehler, MCB, 2004) © 2007 Markus J. Buehler, CEE/MIT Stress distribution ahead of crack (3): Maximum Stress Independent of ξ 1.1 3 1 hcr /h = 0.72 Stress σyy /σth 0.9 0.8 hcr /h =1.03 2 hcr /h =1.36 0.7 hcr /h =2.67 0.6 hcr /h =3.33 0.5 0.4 1 0 0.1 0.2 x*/hcr 0.3 0.4 (1): Griffith (2): Transition (3): Flaw tolerance Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT Shear loading "Relaxed" element σ 4γ s μ ν ξ cr = (1+ ν )(1 − 2ν )τ th2 "Strained" element a~ δa a~ ξ a σ Image removed due to copyright restrictions. Figure by MIT OCW. Keten and Buehler, 2007 © 2007 Markus J. Buehler, CEE/MIT Summary: Small-scale structures for strength optimization & flaw tolerance γE h cr ∝ 2 σ max "Relaxed" element σ "Strained" element a~ δa ξ a~ a σ Figure by MIT OCW. h > hcr h < hcr Material is sensitive to flaws. Material becomes insensitive to flaws. Material fails by stress concentration at flaws. There is no stress concentration at flaws. Material fails at theoretical strength. Fracture strength is sensitive to structural size. Fracture strength is insensitive to structure size. (Gao et al., 2004; Gao, Ji, Buehler, MCB, 2004) © 2007 Markus J. Buehler, CEE/MIT Can this concept explain the design of biocomposites in bone? Characteristic size: 10..100 nm Image removed due to copyright restrictions. Mineral platelet Tension zone High shear zones Protein matrix Estimate for biominerals: σ max Figure by MIT OCW. E ≈ , ν ≈ 0 . 25 , E = 100 GPa, γ = 1J/m 2 30 Ψ * ≈ 0 . 022 h cr ≈ 30 nm (Gao et al., 2003, 2004) © 2007 Markus J. Buehler, CEE/MIT Adhesion of Geckos Autumn et al., PNAS, 2002 Courtesy of National Academy of Sciences, U.S.A. Used with permission. Source: Autumn, Kellar, Metin Sitti, Yiching A. Liang, Anne M. Peattie, Wendy R. Hansen, Simon Sponberg, Thomas W. Kenny, Ronald Fearing, Jacob N. Israelachvili, and Robert J. Full. "Evidence for van der Waals adhesion in gecko setae." PNAS 99 (2002): 12252-12256. (c) National Academy of Sciences, U.S.A. 200nm Images remove due to copyright restrictions. © 2007 Markus J. Buehler, CEE/MIT Adhesion at small length scales Elastic ξ αξ y Rigid Substrate Flaw due to surface roughness Image removed due to copyright restrictions. Rigid Substrate x Figure by MIT OCW. Strategies to increase adhesion strength -Since F ~ gR (JKR model), increase line length of surface by contact splitting (Arzt et al., 2003) -At very small length scales, nanometer design results in optimal adhesion strength, independent of flaws and shape (Gao et al., 2004) • Schematic of the model used for studies of adhesion: The model represents a cylindrical Gecko spatula with radius attached to a rigid substrate. • A circumferential crack represents flaws for example resulting from surface roughness. The parameter denotes the dimension of the crack. © 2007 Markus J. Buehler, CEE/MIT Equivalence of adhesion and fracture problem 2Rcr Rigid Rigid Soft Soft Similar: Cracks in homogeneous material Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT Equivalence of adhesion and fracture problem s 2Rcr Energy release rate Rigid Dg Soft K I2 π Rcr 2 G= = σ E' 8 E' KI = π 8 Rcrσ 2 G = 2γ = Δγ Adhesion energy Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT Theoretical considerations Adhesion problem as fracture problem Function (tabulated) P K I = 2 πa F1 (α ) πa ψ = ΔγE * Rσ th2 β = 2 (παF12 (α ) ) E * = E (1 − v 2 ) Rcr = β 2 Figure by MIT OCW. K I2 = Δγ 2E * ΔγE * σ th2 Rcr ~ 225 nm Typical parameters for Gecko spatula © 2007 Markus J. Buehler, CEE/MIT Continuum and atomistic model Three-dimensional model Cylindrical attachment device 1 2 φ ( r ) = a0 + k 0 ( r − r0 ) 2 Harmonic Elastic ξ ⎛ ⎛ σ ⎞12 ⎛ σ ⎞ 6 ⎞ φ (r ) = 4ε ⎜ ⎜ ⎟ − ⎜ ⎟ ⎟ ⎜⎝ r ⎠ ⎝ r ⎠ ⎟⎠ ⎝ LJ αξ y Rigid Substrate Flaw due to surface roughness Rigid Substrate x Figure by MIT OCW. LJ: Autumn et al. have shown dispersive interactions govern adhesion of attachment in Gecko © 2007 Markus J. Buehler, CEE/MIT Stress close to detachment as a function of adhesion punch size Rcr / R Figure removed due to copyright restrictions. Has major impact on adhesion strength: At small scale no stress magnification Smaller size leads to homogeneous stress distribution © 2007 Markus J. Buehler, CEE/MIT Vary E and γ in scaling law Rcr = 8 E * Δγ π σ th2 The ratio Figure removed due to copyright restrictions. Rcr / R governs adhesion strength • Results agree with predictions by scaling law • Variations in Young’s modulus or γ may also lead to optimal adhesion © 2007 Markus J. Buehler, CEE/MIT Adhesion strength as a function of size 1 0.8 Stress σ0 /σcr 3 2 0.6 0.4 1 0.2 0 0 1 2 3 4 5 hcr /h Figure by MIT OCW. © 2007 Markus J. Buehler, CEE/MIT Optimal surface shape Single punch z = −ψ 2σ th R ⎡ ⎛ 1 + r ⎞⎤ Concept: 2 − r + r ln 1 ln ⎜ ⎟⎥ − r 1 πE /(1 −ν 2 ) ⎢⎣ ⎝ ⎠⎦ Shape parameter ψ ( ) Periodic array of punches z = −ψ 2σ th R ⎧⎡ ⎛ 1 + r ⎞⎤ 2 r r ln 1 ln − + ⎜ ⎟⎥ ⎨ r 1 − πE /(1 −ν 2 ) ⎩⎢⎣ ⎝ ⎠⎦ ( ) Images removed due to copyright restrictions. ⎡ ⎛ (2nλ + r )2 − 1 ⎞ ⎛ 2nλ + 1 ⎞⎤ PBCs ⎛ 2 nλ + r + 1 ⎞ ⎟ ( ) − ∑ ⎢ln⎜⎜ + + − 2 n λ r ln 2 n λ ln ⎜ ⎟ ⎜ ⎟⎥ 2 ⎟ + − − 2 n λ r 1 2 n λ 1 ( ) − 2 n λ 1 ⎝ ⎠ ⎝ ⎠⎦⎥ n =1 ⎣ ⎢ ⎝ ⎠ ∞ ⎡ ⎛ (2nλ − r )2 − 1 ⎞ ⎛ 2nλ − r + 1 ⎞ ⎛ 2nλ + 1 ⎞⎤ ⎫⎪ ⎜ ⎟ + (2nλ − r ) ln⎜ − ∑ ⎢ln⎜ ⎟ − 2nλ ln⎜ ⎟⎥ ⎬ 2 ⎟ − − 2 n λ r 1 2 n λ 1 − ⎝ ⎠ ⎝ ⎠⎥⎦ ⎪⎭ n =1 ⎢ ⎣ ⎝ (2nλ ) − 1 ⎠ ∞ Derivation: Concept of superposition to negate the singular stress © 2007 Markus J. Buehler, CEE/MIT Optimal shape predicted by continuum theory & shape parameter ψ Figure removed due to copyright restrictions. The shape function defining the surface shape change as a function of the shape parameter ψ. For ψ=1, the optimal shape is reached and stress concentrations are predicted to disappear. © 2007 Markus J. Buehler, CEE/MIT Creating optimal surface shape in atomistic simulation "Rigid Restraint" Figure by MIT OCW. Strategy: Displace atoms held rigid to achieve smooth surface shape © 2007 Markus J. Buehler, CEE/MIT Stress distribution at varying shape Optimal shape Figure removed due to copyright restrictions. ψ ψ=1: Optimal shape © 2007 Markus J. Buehler, CEE/MIT Robustness of adhesion Figure removed due to copyright restrictions. • By finding an optimal surface shape, the singular stress field vanishes. • However, we find that this strategy does not lead to robust adhesion systems. • For robustness, shape reduction is a more optimal way since it leads to (i) vanishing stress concentrations, and (ii) tolerance with respect to surface shape changes. © 2007 Markus J. Buehler, CEE/MIT Discussion and conclusion We used a systematic atomistic-continuum approach to investigate brittle fracture and adhesion at ultra small scales We find that Griffith’s theory breaks down below a critical length scale Nanoscale dimensions allow developing extremely strong materials and strong attachment systems: Nano is robust Small nano-substructures lead to robust, flaw-tolerant materials. In some cases, Nature may use this principle to build strong structural materials. Unlike purely continuum mechanics methods, MD simulations can intrinsically handle stress concentrations (singularities) well and provide accurate descriptions of bond breaking Atomistic based modeling will play a significant role in the future in the area of modeling nano-mechanical phenomena and linking to continuum mechanical theories as exemplified here. © 2007 Markus J. Buehler, CEE/MIT Fundamental length scales in nanocrystalline ductile materials Similar considerations as for brittle materials and adhesion systems apply also to ductile materials In particular, the deformation mechanics of nanocrystalline materials has received significant attention over the past decade • Strengthening at small grain size (HallPetch effect) • Weakening at even smaller grain sizes after a peak d http://me.jhu.edu/~ dwarner/index_file s/image003.jpg Images removed due to copyright restrictions. http://www.sc.doe.gov/bes/IWGN.Worldwide.Study/ch6.pdf © 2007 Markus J. Buehler, CEE/MIT Hall-Petch Behavior It has been observed that the strength of polycrystalline materials increases if the grain size decreases The Hall-Petch model explains this by considering a dislocation locking mechanism: 2nd source ┴ ┴ ┴┴ d Nucleate second source in other grain (right) Physical picture: Higher external stress necessary to lead to large dislocation density in pileup 1 σY ~ d See, e.g. Courtney, Mechanical Behavior of Materials © 2007 Markus J. Buehler, CEE/MIT The strongest size: Nano is strong! Different mechanisms have been proposed at nanoscale, including • GB diffusion (even at low temperatures) – Wolf et al. Figure removed due to copyright restrictions. See p. 15 of http://www.imprs-am.mpg.de/summerschool2003/wolf.pdf • GB sliding – Schiotz et al. • GBs as sources for dislocations – van Swygenhoven, stable SF energy / unstable SF energy (shielding) Yamakov et al., 2003, Schiotz et al., 2003 © 2007 Markus J. Buehler, CEE/MIT Typical simulation procedure 1. Pre-processing (define geometry, build crystal etc.) 2. Energy relaxation (minimization) F=ma 3. Annealing (equilibration at specific temperature) Image removed due to copyright restrictions. 4. “Actual” calculation; e.g. apply loading to crack 5. Analysis Real challenge: Questions to ask and what to learn © 2007 Markus J. Buehler, CEE/MIT