Asymptotic Nonlinearities in Smectics

Slides:



Advertisements
Similar presentations
Bioengineering: One-Way Fluid-Structure Interaction in a Blood Vessel Network.
Advertisements

1 Discrete models for defects and their motion in crystals A. Carpio, UCM, Spain A. Carpio, UCM, Spain joint work with: L.L. Bonilla,UC3M, Spain L.L. Bonilla,UC3M,
FE analysis with beam elements
Modeling of Neo-Hookean Materials using FEM
Section 2.9 Linear Approximations and Differentials Math 1231: Single-Variable Calculus.
Deflection of Indeterminate Structure Session Matakuliah: S0725 – Analisa Struktur Tahun: 2009.
Overview of Loads ON and IN Structures / Machines
Chapter 3 Mechanical Properties of Materials
AERSP 301 Shear of beams (Open Cross-section)
DEFLECTIONS (Chapter 8) WHY? FACTORS IN DESIGN Safety Esthetics Serviceability Environment Economy DETERMINACY Determinate Structures Equations of Equilibrium.
MANE 4240 & CIVL 4240 Introduction to Finite Elements
ECIV 720 A Advanced Structural Mechanics and Analysis Non-Linear Problems in Solid and Structural Mechanics Special Topics.
CE 579: STRUCTRAL STABILITY AND DESIGN
Systems of Linear Equations Vocabulary. This is a System of Linear Equations.
CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES
Anharmonic Oscillator Derivation of Second Order Susceptibilities
Civil Engineering Materials – CIVE 2110
ME 520 Fundamentals of Finite Element Analysis
Beams and Deflections Zach Gutzmer, EIT
Jiangyu Li, University of Washington Lecture 2-4 Beam Mechanics of Materials Laboratory Sec. 3-4 Jiangyu Li University of Washington Mechanics of Materials.
School of Civil EngineeringSpring 2007 CE 595: Finite Elements in Elasticity Instructors: Amit Varma, Ph.D. Timothy M. Whalen, Ph.D.
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
12/01/2014PHY 711 Fall Lecture 391 PHY 711 Classical Mechanics and Mathematical Methods 10-10:50 AM MWF Olin 103 Plan for Lecture 39 1.Brief introduction.
Mechanics of Thin Structure Lecture 15 Wrapping Up the Course Shunji Kanie.
Population Dynamics Application of Eigenvalues & Eigenvectors.
Pure Bending of Straight Symmetrical Beams
© 2011 Autodesk Freely licensed for use by educational institutions. Reuse and changes require a note indicating that content has been modified from the.
Structural Design for Cold Region Engineering Lecture 14 Thory of Plates Shunji Kanie.
Institute of Applied Mechanics8-0 VIII.3-1 Timoshenko Beams (1) Elementary beam theory (Euler-Bernoulli beam theory) Timoshenko beam theory 1.A plane normal.
AUTOMATIC CONTROL THEORY II Slovak University of Technology Faculty of Material Science and Technology in Trnava.
Chemistry 301/ Mathematics 251 Chapter 4
Account of the paper, “Stability of the (Western) Sargasso Sea Subtropical Frontal Zone (SFZ),” by Halliwell, Peng, and Olson (1994). LT Keir D. Stahlhut,
Chapter 6 Strain Energy and Related Principles
Differential Equations Linear Equations with Variable Coefficients.
Main Steps of Beam Bending Analysis Step 1 – Find Reactions at External Supports –Free Body Diagram (FBD) of Entire Beam –Equations of Force and Moment.
Optimal parameters of satellite–stabilizer system in circular and elliptic orbits 2nd International Workshop Spaceflight Dynamics and Control October 9-11,
1 CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES FINITE ELEMENT ANALYSIS AND DESIGN Nam-Ho Kim Audio: Raphael Haftka.
Combined Loadings Thin-Walled Pressure Vessels Stress caused by Combined Loadings.
3.9 Linear models : boundary-value problems
Physics 141Mechanics Lecture 17 Equilibrium and Elasticity Yongli Gao A rigid body has six degrees of freedom: three for linear motion and three for rotational.
Our task is to estimate the axial displacement u at any section x
Deflection and Stiffness
Chapter 7 Transverse Shear
MIT Microstructural Evolution in Materials 13: Precipitate Growth
Boundary Element Method
Continuously Dislocated Elastic Bodies Subjected to Antiplane Shear
1D OF FINITE ELEMENT METHOD Session 4 – 6
CHAP 4 FINITE ELEMENT ANALYSIS OF BEAMS AND FRAMES
Systems of Nonlinear Equations
Solving Systems of Linear Equations in 3 Variables.
Overview of Loads ON and IN Structures / Machines
Thin-Walled Pressure Vessels Stress caused by Combined Loadings
Sample Problem 9.8 For the uniform beam and loading shown, determine the reaction at each support and the slope at end A. SOLUTION: Release the “redundant”
Advanced Engineering Mathematics
Questions – Elasticity and Plasticity
CE 579: STRUCTRAL STABILITY AND DESIGN
SOLID MECHANICS II (BDA 3033) CHAPTER 2:
CE 579: STRUCTRAL STABILITY AND DESIGN
Deposition and Removal
Chapter 3: Oscillations
CHAPTER 1 Force Analysis. Deformation Analysis.
Units of N m.
Mechanics of Materials Engr Lecture 10 Axial Deformation #1
Solving Systems of Linear Equations in 3 Variables.
Internal Forces.
Lecture 12: Moment Distribution Method
The Technological World
Example 2B: Solving Linear Systems by Elimination
Linear and Nonlinear Systems of Equations
Linear and Nonlinear Systems of Equations
Presentation transcript:

Asymptotic Nonlinearities in Smectics E.A. Brener

Dislocations in smectics

The elastic energy of smectics Equation of equilibrium

Green’s functions

the linear theory is valid Scaling relations For the linear theory is valid

transition takes place at Shear deformation far from the wall near the wall transition takes place at

Force applied along the z axis Far from the defect line one can neglect bending energy and displacement is At transition to the linear theory u~ takes place

Dislocations in smectics

Dislocations in smectics Linear theory (de Gennes) Nonlinear theory (Brener and Marchenko) At the result of the linear theory is recovered

Details of solution is the solution of the original 3rd order equation subject to the constraint is the solution of the original 3rd order equation

“Nonlinear” Green’s function In the linear approximation

Equation can be reduced to Details of solution Equation can be reduced to

Numerical solution of the equation

Strongly nonlinear regime,