43
ADVANCED DIGITAL DESIGN OF PHARMACEUTICAL THERAPEUTICS Alejandro López 1 , Vincenzino Vivacqua 1 , Mojtaba Ghadiri 1 , Chunlei Pei 2 , James Elliott 2 , Robert Hammond 1 and Kevin J Roberts 1 1 University of Leeds and 2 University of Cambridge Powder Flow Issues in ADDoPT POWDER FLOW 2018: COHESIVE POWDER FLOW, 12 APRIL 2018, ROYAL SOCIETY OF CHEMISTRY, LONDON, UK

Powder Flow Issues in ADDoPT - Formulation · 2018-04-23 · ADVANCED DIGITAL DESIGN OF PHARMACEUTICAL THERAPEUTICS Alejandro López 1, Vincenzino Vivacqua, Mojtaba Ghadiri, Chunlei

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  • ADVANCED DIGITAL DESIGN OF PHARMACEUTICAL THERAPEUTICS

    A l e jandro Ló pez 1, V i n cenz ino V i vacqua 1, Mo jtab a G h ad ir i 1, Ch u nle i Pe i 2, J am e s E l l i ott 2, Ro b e rt H am m o nd 1 an d Kev i n J Ro b e rts 1

    1U n i v e rs i t y o f L e e d s a n d 2U n i v e rs i t y o f C a m b r i d g e

    Powder Flow Issues in ADDoPT

    POWDER FLOW 2018: COHESIVE POWDER FLOW, 12 APRIL 2018, ROYAL SOCIETY OF CHEMISTRY, LONDON, UK

  • ADDoPT: A UK Government-Industry-Academia collaboration

    2

    Part-funded under the Advanced

    Manufacturing Supply Chain Initiative (AMSCI*)

    *A BIS initiative delivered by Finance Birmingham and Birmingham City Council

    Instigated by the Medicines Manufacturing Industry Partnership (MMIP)

  • Digital Design – An Integrated Pathway from Molecules to Crystals to Medicines

    3

    Quality systems

    Release profiles Materials properties

    Particle attributes

    Surface chemistry

    Formulation Processing rules

    Manufacturing classification Downstream Upstream

    Product and Process Design

    Product Performance

    Crystallisation Filtration Washing Drying

    Active Ingredient

    (API)

    Milling Blending

    Compaction Coating

    Primary Manufacturing - Secondary Manufacturing

    15/04/2018

    Define a system for top-down, knowledge-driven Digital Design and Control for drug products and their manufacturing processes

    Bring together the range of predictive models

    Design and control of optimised development & manufacturing processes through data analysis and first principle models

    Processes Products Performance

  • Two-Pronged Approach in Cohesive Powder Flow Analysis

    4

    q Cambridge: Quasi-static characterisation and role of material properties by DEM Modelling of Ring Shear Test for powder flowability (Chunlei Pei and James Elliott)

    q Leeds: Powder characterisation under dynamic conditions

  • Schulze Ring Shear Test RST-XS (standard)

    Volume: ~ 30 ml

    Cross-sectional (annular) area: 24.23 cm2

    Outer radius: 32 mm; inner radius: 16 mm

    16 bars (3 mm in height) at top and bottom*

    Rotational speed • 7.5 mm/min; 0.05 rpm ( half of the max.) • 0.5 rpm (modelling)

    8

    DEM model for ring shear test ß Linear cohesion vs JKR ß Flow function (ffc) ß Particle shape ß Rescaling

  • Cohesion Model in DEM 6

    ÿ Linear cohesion (LC) model ÿ Cohesive energy density (J/m3) ÿ Proportional to the contact area ÿ Without the work of adhesion

    ÿ JKR model ÿ Surface energy (J/m2) ÿ Work of adhesion

  • Flow Function from DEM 7

    Normal stress at pre-shear: 2081 Pa

  • Particle Shape 8

    ω

    Fconst ÿ Spherical vs Elongated ß Equivalent volume diameter ß JKR cohesion ongoing

    Aspect ratio = 2

    Aspect ratio = 4

    Sphere N

    omin

    al sh

    ear s

    tress

    (Pa)

  • Breakage Models The Influence of Particle Shape and Adhesion 9

    The particle shape plays a role in the angle of friction of failure which also varies the intercept on the axis of shear stress.

  • Mod

    ellin

    g

    Expe

    rimen

    tal

    Work Outline: Dynamic Regime

    15/04/2018

    Account for environmental effects (Manipulation of surface energy) -Silanisation of glass beads and/or paracetamol

    CFD-DEM Rocky DEM + Ansys Fluent

    EDEM + Ansys Fluent

    Effect of cohesion

    Effect of shape

    Effect of strain rate

    Effect of air drag

    DEM Rocky DEM

    EDEM (Clumped spheres)

    Calibration ÿ Coefficient of Restitution ÿ Friction (static, dynamic) ÿ Surface Energy – Drop test

    Rheological Model

    10

    Validation FT4

    FT4 Screw Feeder

  • Rocky DEM (ESSS) 11

    ÿDeltahedron (faces=16, corners=10): ÿFaceted cylinder (faces=12, corners=20): ÿActual paracetamol shape (faces=25, corners=44):

    ÿDodecahedron (faces=12, corners=20):

    ÿTruncated polyhedron (faces=14, corners=16):

  • Rocky DEM (ESSS) Contact model 12

    ÿContact deformation: Linear spring hysteresis model ÿ 𝑘𝑘𝑛𝑛𝑛𝑛 ÿ 𝑘𝑘𝑛𝑛𝑛𝑛 ÿ µ

    ÿ Adhesion model ÿ Luding’s model1 ÿ 𝑘𝑘𝑎𝑎𝑎𝑎𝑎

    1Luding, S. (2008), Granular matter, 10, 235-246.

  • Surface Energy vs Adhesive Stiffness 13

    Comparison in terms of work of adhesion based on parameters by Thornton & Ning2

    2Ning, Z. (1995). Elasto-Plastic Impact of Fine Particles and Fragmentation of Small Agglomerates. PhD Thesis. Aston University

    3Pasha, M. et al. (2014), Granular matter, 16, 151-162

    Luding1 Pasha et al.3

  • Faceted vs Rounded Particles 14

    Material Property Particles Geometry

    Density (kg/m3) 2450 7800

    Young’s Modulus (GPa) 0.1 100

    Interaction Property Particles-particles Particle-geometry

    Restitution coefficient (no cohesion) 0.8 0.8

    Restitution coefficient (with cohesion) 0.4 0.4

    Sliding friction coefficient 0.3 0.1

    Rolling friction coefficient 0.01 0.01

    Parameters used in the simulations

  • Faceted vs Rounded Particles 14

    2 mm mean volume diameter

    Faceted

    0

    1000

    2000

    3000

    4000

    5000

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheres

    rounded cylindersL/D=3

    faceted

    Aspect Ratio L/D:3 # of faces:16 # of corners:10

    L/D=3

  • Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 0

    500

    1000

    1500

    2000

    2500

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheresdeltahedron L/D=1faceted cylinder L/D=1Actual shapeDodecahedronTruncated Polyhedron

    No Cohesion

    Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 0

    500

    1000

    1500

    2000

    2500

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheresdeltahedron L/D=1faceted cylinder L/D=1Actual shapeDodecahedronTruncated Polyhedron

    No Cohesion

    Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 0

    500

    1000

    1500

    2000

    2500

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheresdeltahedron L/D=1faceted cylinder L/D=1Actual shapeDodecahedronTruncated Polyhedron

    No Cohesion

    Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 0

    500

    1000

    1500

    2000

    2500

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheresdeltahedron L/D=1faceted cylinder L/D=1Actual shapeDodecahedronTruncated Polyhedron

    No Cohesion

    Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 0

    500

    1000

    1500

    2000

    2500

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheresdeltahedron L/D=1faceted cylinder L/D=1Actual shapeDodecahedronTruncated Polyhedron

    No Cohesion

    Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 0

    500

    1000

    1500

    2000

    2500

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    spheresdeltahedron L/D=1faceted cylinder L/D=1Actual shapeDodecahedronTruncated Polyhedron

    No Cohesion

    Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle

    15

    2 mm mean volume diameter

  • 16

    Energy Comparison at 100 mm s-1 and 5° Helix Angle

    0

    1000

    2000

    3000

    4000

    0 5 10 15 20 25 30 35 40

    Cum

    ulat

    ive

    Ener

    gy m

    J

    Penetration Depth mm

    Paracetamol Kadh=0

    Truncated Poly Kadh=0

    Paracetamol Kadh=0.1

    Truncated Poly Kadh=0.1

    Paracetamol Kadh=0.15

    Truncated Poly Kadh=0.15

  • 100

    1000

    10000

    100000

    0.01 0.1 1 10

    Aver

    age

    Dev

    iato

    ric S

    tres

    s Pa

    Tip Speed m/s

    Spheres

    Faceted

    Regime Transition: Effect of Shape 17

    2 mm mean volume diameter, no cohesion

  • Regime Transition: Effect of Cohesion 18

    Spheres, 2 mm diameter

  • 100

    1000

    10000

    0.01 0.1 1 10

    Aver

    age

    Devi

    ator

    ic S

    tres

    s Pa

    Tip Speed m/s

    No cohesion Kadh=0.1 Kadh=0.2

    Regime Transition: Effect of Cohesion 18

    Spheres, 2 mm diameter

  • 100

    1000

    10000

    0.01 0.1 1 10

    Aver

    age

    Devi

    ator

    ic S

    tres

    s Pa

    Tip Speed m/s

    No cohesion Kadh=0.1 Kadh=0.2

    Regime Transition: Effect of Cohesion 18

    Spheres, 2 mm diameter

  • 100

    1000

    10000

    0.01 0.1 1 10

    Aver

    age

    Devi

    ator

    ic S

    tres

    s Pa

    Tip Speed m/s

    No cohesion Kadh=0.1 Kadh=0.2

    Regime Transition: Effect of Cohesion 18

    Spheres, 2 mm diameter

  • 100

    1000

    10000

    0.01 0.1 1 10

    Aver

    age

    Devi

    ator

    ic S

    tres

    s Pa

    Tip Speed m/s

    No cohesion Kadh=0.1 Kadh=0.2

    Regime Transition: Effect of Cohesion 18

    Spheres, 2 mm diameter

  • Inertial Number 19

    Inertial number, I= 𝑑𝑑𝑝𝑝𝛾𝛾𝜌𝜌𝑝𝑝𝑃𝑃

    Local Rheology The process is described by a single dimensionless number

    q special case: γ(dp/g)0.5, assuming that P equals to ρpdpg

    q ratio between the inertial timescale dp/(P/ρp)0.5

    and macroscopic deformation timescale (1/γ). 𝛾𝛾 = 𝑉𝑉𝑤𝑤 𝐿𝐿⁄

  • Inertial Number 19

    Inertial number, I= 𝑑𝑑𝑝𝑝𝛾𝛾𝜌𝜌𝑝𝑝𝑃𝑃

    Local Rheology The process is described by a single dimensionless number

    𝜏𝜏 = 𝜇𝜇 𝐼𝐼 𝑃𝑃 𝜇𝜇 𝐼𝐼 is the bulk friction coefficient

    q special case: γ(dp/g)0.5, assuming that P equals to ρpdpg

    q ratio between the inertial timescale dp/(P/ρp)0.5

    and macroscopic deformation timescale (1/γ). 𝛾𝛾 = 𝑉𝑉𝑤𝑤 𝐿𝐿⁄

    Constitutive law:

  • Inertial Number 19

    Inertial number, I= 𝑑𝑑𝑝𝑝𝛾𝛾𝜌𝜌𝑝𝑝𝑃𝑃

    Local Rheology The process is described by a single dimensionless number

    𝜏𝜏 = 𝜇𝜇 𝐼𝐼 𝑃𝑃 𝜇𝜇 𝐼𝐼 is the bulk friction coefficient

    q special case: γ(dp/g)0.5, assuming that P equals to ρpdpg

    q ratio between the inertial timescale dp/(P/ρp)0.5

    and macroscopic deformation timescale (1/γ). 𝛾𝛾 = 𝑉𝑉𝑤𝑤 𝐿𝐿⁄

    Constitutive law:

    𝜎𝜎𝑖𝑖𝑖𝑖 = −𝑃𝑃𝛿𝛿𝑖𝑖𝑖𝑖 + 𝜏𝜏𝑖𝑖𝑖𝑖 𝜏𝜏𝑖𝑖𝑖𝑖 = 𝜂𝜂𝑒𝑒𝑒𝑒𝑒𝑒 𝐼𝐼𝜕𝜕𝑢𝑢𝑖𝑖𝜕𝜕𝑥𝑥𝑖𝑖

    𝜂𝜂𝑒𝑒𝑒𝑒𝑒𝑒 =𝜇𝜇 𝐼𝐼 𝑃𝑃

    𝛾𝛾

    3D Generalisation1

    𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆𝑆 𝑇𝑇𝑆𝑆𝑇𝑇𝑆𝑆𝑇𝑇𝑆𝑆 𝐸𝐸𝐸𝐸𝐸𝐸𝑆𝑆𝐸𝐸𝑆𝑆𝐸𝐸𝐸𝐸𝑆𝑆 𝐸𝐸𝐸𝐸𝑆𝑆𝐸𝐸𝑇𝑇𝑆𝑆𝐸𝐸𝑆𝑆𝑣𝑣

    1P. Jop, Y. Forterre, O. Pouliquen, A constitutive law for dense granular flows, Nature 441 (2006), 727-30.

  • Bulk Friction Coefficient 20

    non-cohesive deltahedra

    non-cohesive spheres

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.7

    0.8

    0.005 0.05 0.5

    Bul

    k fr

    ictio

    n co

    effic

    ient

    m

    Inertial number I

    0.01 m/s

    0.025 m/s

    0.05 m/s

    0.1 m/s

    0.25 m/s

    0.5 m/s

    1 m/s

    1.5 m/s

    0

    0.1

    0.2

    0.3

    0.4

    0.5

    0.6

    0.005 0.05 0.5

    Bul

    k fr

    ictio

    n co

    effiv

    ient

    m

    Inertial number I

    0.01 m/s

    0.05 m/s

    0.1 m/s

    0.25 m/s

    0.5 m/s

    1 m/s

    1.5 m/s

    Eq 𝜇𝜇 =𝜏𝜏𝑝𝑝

    = 𝜇𝜇1 +𝜇𝜇2 − 𝜇𝜇1𝐼𝐼0 𝐼𝐼 + 1⁄

  • Apparent Viscosity for Non-Cohesive Deltahedra 21

    0

    1

    2

    3

    4

    5

    6

    -5.5 -4.5 -3.5 -2.5 -1.5 -0.5

    ln (t

    /g) P

    a¥s

    ln(I)

    1 m/s 0.5 m/s 0.2 m/s 0.1 m/s 0.05 m/s 0.01 m/s

  • Faceted Particles 22

    0

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    -5.5 -4.5 -3.5 -2.5 -1.5 -0.5

    ln (t

    /rpd

    p2g2

    )

    ln(I)

    spheres 2 mm

    Deltahedra 2 mm

    Dodecahedra 2 mm

    Faceted cylinder 2 mm

    Paracetamol 2 mm

    Truncated Polyhedra 2 mm

    Truncated cube 2 mm

    no cohesion

    𝜏𝜏𝜌𝜌𝑝𝑝𝑑𝑑𝑝𝑝2𝛾𝛾2

    = 𝐸𝐸 𝐼𝐼

  • Different Cohesion Levels 23

    0

    2

    4

    6

    8

    10

    12

    -5.5 -4.5 -3.5 -2.5 -1.5 -0.5

    ln (t

    /rpd

    p2g2

    )

    ln(I)

    Spheres

    Kadh=0 Kadh=0.1

    Kadh=0.2

  • Screw Feeder vs FT4 24

    Regions where properties are evaluated

    Rotational velocity: 2, 5, 10 and 20 rad/s

    0

    5

    10

    15

    20

    25

    -12 -10 -8 -6 -4 -2 0

    ln (t

    /rpd

    p2g2

    )

    ln (I)

    Truncated cubes -> 20 rad/s

    Kadh 0.1 -> 10 rad/s

    Kadh=0.2 -> 10 rad/s

    Kadh=0.2 -> 10 rad/s Spheres

    Kadh=0.2 -> 30 rad/s

    Kadh=0.2 -> 50 rad/s

    Kadh=0.5 -> 10 rad/s

    Kadh 0.15 -> 10 rad/s

    Kadh=0.3 -> 10 rad/s

  • Screw Feeder vs FT4 25

    The powder rheology in screw

    feeders and FT4 are similar

    Both systems – dimensionless

    shear stress = f(I)

    Regions where properties are evaluated

    Rotational velocity: 2, 5, 10 and 20 rad/s

  • Screw Feeder vs FT4 25

    0

    2

    4

    6

    8

    10

    12

    -5.5 -4.5 -3.5 -2.5 -1.5 -0.5ln

    (t/r

    pdp2

    g2)

    ln(I)

    Screw Feeder

    spheres Kadh=0

    spheres Kadh=0.2

    Truncated Cube Kadh=0.1, 20 rad/s

    The powder rheology in screw

    feeders and FT4 are similar

    Both systems – dimensionless

    shear stress = f(I)

    Regions where properties are evaluated

    Rotational velocity: 2, 5, 10 and 20 rad/s

  • Screw Feeder vs FT4 25

    0

    2

    4

    6

    8

    10

    12

    -5.5 -4.5 -3.5 -2.5 -1.5 -0.5

    ln (t

    /rpd

    p2g2

    )

    ln(I)

    FT4

    Kadh=0 Kadh=0.1 Kadh=0.2

    0

    2

    4

    6

    8

    10

    12

    -5.5 -4.5 -3.5 -2.5 -1.5 -0.5ln

    (t/r

    pdp2

    g2)

    ln(I)

    Screw Feeder

    spheres Kadh=0

    spheres Kadh=0.2

    Truncated Cube Kadh=0.1, 20 rad/s

    The powder rheology in screw

    feeders and FT4 are similar

    Both systems – dimensionless

    shear stress = f(I)

    Regions where properties are evaluated

    Rotational velocity: 2, 5, 10 and 20 rad/s

  • Rheological models 26

  • Conclusions 27

    ÿ Quasi-static and dynamic shear deformation of cohesive large particles have been simulated and the incipient yield and dynamic bulk friction and ‘effective’ shear viscosity are predicted.

    ÿ Particle shape influences the angle of friction in bulk failure of particles

    ÿ The presence of vertices in faceted shapes strongly influences the resistance to shear deformation

    ÿ Approximating real crystal shapes by truncated polyhedron shapes provides a close match in flow energy and shear deformation behaviour between the two shapes

    ÿ Shear stress normalised by the inertial stress is unified for faceted shapes with and without cohesion when expressed in terms of the inertial number

    ÿ The same pattern of unification prevails for the conditions in screw feeders

    ÿ Experimental validation is ongoing

  • 28

    Thank you for your attention

    Slide Number 1ADDoPT: A UK Government-Industry-Academia collaboration Digital Design – An Integrated Pathway from Molecules to Crystals to MedicinesTwo-Pronged Approach in Cohesive Powder Flow AnalysisSchulze Ring Shear TestCohesion Model in DEMFlow Function from DEMParticle ShapeSlide Number 9Work Outline: Dynamic RegimeRocky DEM (ESSS)Rocky DEM (ESSS) Contact modelSurface Energy vs Adhesive StiffnessFaceted vs Rounded ParticlesFaceted vs Rounded ParticlesShape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Shape Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Combined Shape and Cohesion Effect: Flow Energy Comparison at 100 mm s-1 and 5° Helix Angle Regime Transition: Effect of ShapeRegime Transition: Effect of CohesionRegime Transition: Effect of CohesionRegime Transition: Effect of CohesionRegime Transition: Effect of CohesionRegime Transition: Effect of CohesionInertial NumberInertial NumberInertial NumberBulk Friction Coefficient Apparent Viscosity for Non-Cohesive DeltahedraFaceted ParticlesDifferent Cohesion LevelsScrew Feeder vs FT4Screw Feeder vs FT4Screw Feeder vs FT4Screw Feeder vs FT4Rheological modelsConclusionsSlide Number 43