1. II. Mathematical Backgrounds 2.1 Vector 2.2 Matrix and Linear Algebra 2.3 Function and Differentiation 2.4 Integration 2.5 Introduction to Finite Element Method

2. 2.1 Vector

3. What is CAE?  Tensor of order 0 (Scalar Q.) -Scalar quantity has only magnitude of real number. -Real number calculation (+, -, x, /). Function. Quantities Physical Q. Mechanical Q. Electronic Q. Tensor of order 0 Chemical Q. Mechanical Thermal Work, power, speed, Distance, mass Temperature, heat, Enthalpy, entropy Coordinate, Force Displacement, Velocity, Acceleration, Moment, Momentum, Stress vector(traction), Heat flux Stress, Strain, Strain rate Moment of inertia Nothing Tensor of order 1 Tensor of order 2 Scalar Q. Vector Q.  Tensor of order 1 (Vector Q.) -Vector calculus is needed to learn vector mechanics. -Addition, real number multiplication, inner product, cross product. -Coordinate transformation  Tensor of order 2 -Matrix algebra is needed to understand stress, strain, etc. -Addition, real number multiplication, matrix multiplication -Coordinate transformation. Eigenvalue problem. Mechanical Quantities Solid/Fluid mechanics Heat transfer

4. Preliminary - Special functions  Trigonometric function  Logarithmic function and exponential function

5. Definition of vector  Vector quantity: Vector quantity is defined as the quantity which has direction as well as magnitude. Vector is a mathematical description of vector quantity.  Description of vector  Vector:  Magnitude:  Essential factors (Mathematical requirements) Point of action: Point B Line of action: Line passing points A and B  Factors of vector  Selective factors Magnitude: Distance between points A and B Direction: Direction of arrow directing from point A to B Unknowns : R A, R B P Unknowns: deformation Unknowns: rigid-body displacement (c) Free vector (a) Sliding vector (b) Bound vector Statics Elasticity Rigid-body translation

6. Mathematical description of vector  Mathematical description: Component Row vector : Column vector:  On 2D plane  In 3D space Row vector : or Column vector: (a) 2D (b) 3D  Components can make us calculate direction as well as magnitude of a vector. Basically, a vector in mechanics means row vector

7. Definition of terminology  Directional cosine :  Unit vector: A vector with magnitude of unity  Unit basis vector :  Magnitude of vector a :  Direction of vector a : or  or     Zero vector:

8. Algebra of vector – vector addition  Addition of vectors  Multiplication of a scalar and a vector  Characteristics of vector addition and scalar-vector multiplication         Parallelogram rule

9.  Inner product, dot product, scalar product  Geometric meaning of inner product means the two vectors are perpendicular.  Characteristics of inner product  Miscellaneous       Norm of vector :     Algebra of vector – Inner product

10. - Area of parallelogram constructed by the two vectors  Vector product, cross product  Characteristics   Magnitude:  Miscellaneous  Geometric meaning of vector product    Direction: Perpendicular to the plane constructed by the two vectors, following the right-hand rule shown in the figure Algebra of vector – Vector product

11. Euclidean space  k -dimensional Euclidean space R k  Dimension of vector = Number of components  R k : k- dimensional Euclidean vector space, or k- dimensional real number vector space

12. Linear combination  Linear combination   The case that the linear combination vanishes only when all are zero.  L inearly independent  L inearly dependent  The case that the linear combination vanishes when any is not zero. L inearly independent L inearly dependent

13. Coordinate system (C.S) and coordinates  Coordinates  Orthogonal coordinate system  Rectangular coordinate system  Cylindrical coordinate system  Spherical coordinate system a) R.C.S. b) C.C.S. c) S.C.S.  Position (components) of a point relative to R.C.S.  A vector quantity  Reference coordinate system(R.C.S.) and local C.S.

14. Examples of vector calculus  Vectors and are given and find the followings: ☞

15.  Area of triangle ☞ Example of vector calculus

16.  Calculate vector. ☞ Example of vector calculus

17.  For two given vectors a and b, calculate the vector starting from the end of vector b and perpendicularly ending onto the vector a. ☞ Example of vector calculus

18.  Calculate in the three-dimensional space. ☞ Example of vector calculus

19. 2.2 Matrix and Linear Algebra

20. Definition of matrix and terminology  matrix :  Terminologies :  Row vector : matix  Square matrix : matrix  Column vector : matrix  Diagonal term : for an square matrix  Off-diagonal term :  Diagonal matrix  Unit (identity) matrix  Zero matrix  Lower triangular matrix  Upper triangular matrix  Matrix : Rectangular array of numbers, called elements

21.  Submatrix: A matrix made by deleting some rows or columns from the original matrix  Principal submatrix: A submatrix made by deleting simultaneously some i- th row(s) and the same i- th column(s) of a square matrix  Transpose of a matrix, : A matrix of which (i,j) component is equal to the (j,i) component of matrix,  Symmetric matrix:  Skew-symmetric matrix:  Rank: Number of independent rows = number of independent columns  Singular matrix: square matrix of which rank is less than Definition of terminologies continued Principal submatrix Rank( A ) = 2 Symmetric Skew-symmetric

22. Matrix and Vector  Expression of m ⅹ n matrix using m row vectors or n column vectos

23. Addition of matrixes and multiplication of real number and matrix  Definition of matrixes  Properties  Multiplication of real number and matrix            

24.  In general, is the essential requirement for to be defined.  C = A B : Product of matrix and matrix Product of matrixes  Definition of product of matrixes A and B  Properties of matrix product  Eaxmple : Show using the following two matrixes ☞ gives,. Therefore.      

25. Role of matrix  Role of matrix :  Mathematical operator  Transfer function or transformation  Law of coordinate transformation of a vector : Transformation matrix    Orthonormal matrix Transformation matrix Inverse matrix

26.  Matrix in mechanics  Displacement-load relation Stiffness matrix Displacement vector Load vector Finite element approximation Application of the role of matrix Approximate approach to differential equation (Ritz method, Galerkin method)

27. Undeformed Deformed Expression of the second order of tensor A point in 3D mechanics  Stress tensor  Strain tensor  Coordinate transformation

28. Determinant of a matrix  Determinant of a 2×2 matrix:  Determinant of a 3×3 matrix : cofactor)  : Minor, Determinant of the (n-1)×(n-1) submatrix, i-row and j-column were removed.  Determinant of an n×n matrix :      If, is singular.

29. Characteristics of determinant of matrix  Characteristics ① ② ③ If a row or a column of a matrix is multiplied by c, determinant of the newly formed matrix is c-multiple of the original value. ④ When two rows (or columns) are changed, the resulting determinant becomes negative of the original value. ⑤ When a row (or column) is added by any other row (or column) multiplied by a constant, the resulting determinant does not change. ⑥ When row vectors (or column vectors) of a matrix are linearly dependent, its determinant vanishes.  Applications ①② ③

30. Quadratic form and kind of matrices  Quadratic form:  Positive definiteness of ① When all eigenvalues are positive. ② When determinants of all principal submatrices are all positive. ③ for any and only when.  Positive semi-definiteness of ① When all eigenvalues are non-negative. ② When determinants of all principal submatrices are all non-negative. ③ for any.  Positive definiteness of = Negative definiteness of Positive semi-definite Positive definite

31. Adjoint of matrix A Inverse matrix  Inverse matrix of n×n matrix A: A -1  If, i.e., diagonal matrix, the matrix is orthogonal matrix.  If, the matrix is orthonomal matrix, i.e.,.  Transformation matrix is othonomal, i.e.,. Therefore,. or  Inverse of matrix A multiplied by B  Linear equation    Orthonomal matrix and transformation matrix ※ Kronecker delta    

32. Similarity transformation  Eigenvalues of and are identical.  Relationship of eigenvectors : ( : eigenvector of matrix, : eigenvector of matrix )  What is similarity transformation?  Characteristics of the similarity transformation  Application of transformation matrix 

33.  Requirement that rank of is less than, or that is singular.  Non-linear equation of order.  If the matrix is symmetric, the real-value solutions exist, i.e.,. Eigenvalue problem  Homogeneous linear equation:  : Trivial solution, meaningless solution  IF, there is  Eigenvalue problem :  Rows or columns of the matrix should be linearly dependent.  : Eigenvalue or characteristic value  : Eigenvector or characteristic vector  Characteristic equation:  Orthogonality of eigenvectors :   

34. Eigenvalue problem – buckling  GE and homegeneous solution  BCs  Solving Buckling load  Problem

35. Eigenvalue problem – Principal stresses  Solution:  Problem: Characteristic equation Invariants (stress, strain, etc.) First, second, third invariant Coordinate transformation rule of tensor of order 2 -Similarity transformation- Cauchy’s formula Principal value Principal direction

36. Example of determining principal values of stress  Eigenvalue problem and its characteristic equation, eigenvalue (principal stress)  Eigenvector (Principal direction)

37.  Mohr’s circle Application of Mohr’s circle  Given stress state  ?  Calculation of principal stresses Principal stresses and directions

38. 2.3 Function and Differentiation

39. Quantification of a function in 2D Height of mountain Atmospheric pressure

40. Mechanics and unknown functions ⊙ 1-Dimensional ⊙ 2-Dimensional ⊙ 3-Dimensional

41. ⊙ Average rate of change Rate of change A.R.C. = ⊙ Instantaneous rate of change ⊙ Dust wind in Africa does not affect on me. However, that in Gobi desert has much influence on me, implying that rate of change is of great importance. ⊙ Mexicans in Mexico city do not recognize its height. Height itself does not make things slip while the slope decides the slipping speed of them. ⊙ Derivative

42. ⊙ Differentiation ⊙ in beam theory Ordinary differentiation and slope ⊙ Beam deflection

43.  Ordinary differentiation Geometric meaning: Slope at a point on curve Mathematical meaning: Instant rate of change Name: First derivative  Setting on the average rate of change  Only for functions with one dependent variable ※ Partial differentiation: For functions with more than 2 independent variables  Ordinary differentiation of, It is defined when  Average rate of change : Dimension of  Ordinary differentiation

44.  Second order of approximation Approximation of a function  First order of approximation  When and are known at  Third order of approximation  n- th order of approximation,      When, and are known at When,, and are known at 

45. -th Taylor series expansion  n- th order of approximation of the function at Taylor series  First order of approximation of the function at  : First approximation     

46.  Ordinary differential equation (ODE)  ODE: Equation having ordinary derivatives.  Example of linear DE:  Example of non-linear DE:  Order of ODE: The maximum order of differentiation of the derivatives in ODE  Linear and nonlinear ODEs: A linear ODE has all linear terms with respect to functions and derivatives. Otherwise, the DE is a non-linear equation.  Examples in solid mechanics  Solution of linear ODE = Homogeneous solution ( ) + particular solution ( )  :  : Particular solution which satisfy balance between the right and left of the DE.  Homogeneous solution involves unknown constants which are determined by boundary conditions and initial conditions.  Equation, solution = discrete real value

47.  Essential BC: Boundary conditions involving the derivatives of order.  Natural BC: Boundary conditions involving the derivatives of order. Boundary conditions, boundary value problem  Boundary Value Problem (BVP) = DE + Boundary conditions (BC)  Order of DEs in mechanics is even, denoted as.  Differential equation  Classification of boundary conditions  Number of unknown constants is equal to order of the DE, which are determined by boundary or initial conditions.  Examples  DE:  BC: (Essential BC) (Natural BC) load intensity function

48. Ordinary differential equation ⊙ Beam deflection ⊙ Boundary conditions:  Essential BC:  Natural BC:

49. Beam deflection curve when exerted load is a function of time, i.e., In plane strain problem, displacement or velocity is described by or, i.e., a function of coordinates. Multi-variable vector function  Two independent variables:  Multi-variable function  Function of two or more independent variables  For two or more dimensional problem  Classification of multi-variable function  Only one dependent variable: Scalar function  Two or more dependent variables: Vector function  Multi-variable function in mechanics

50. Partial differentiation and gradient ⊙ Height of a mountain ⊙ Stress in 2D O H Y

51.  Average change of multi-variable function in two directions are defined as follows: Definition of partial differentiation  Average change of multi-variable function  Partial differentiation: A set of points of which x-coordinates are..  Example:  When is a function of independent variables and, the following ordinary derivative can not be defined because there are so many points which are apart from by in the -direction.

52. Gradient of function  Definition of gradient of   Geometric meaning of gradient Gradient at P (5,-1): Magnitude: 10, Direction:  Normal to the contour toward the increasing direction of function  Steepest descent method: Minimization scheme of function in which a new point is iteratively determined following the negative of gradient.    Differential operator    Example:

53.  Second order approximation of  First order approximation of Taylor series of multi-variable function    Total differential,   Hessian matrix R R R R

54. Partial differential equations ⊙ Continuity equation of incompressible material ⊙ Equation of conduction under steady-state condition ⊙ Equation of equilibrium Infinitesimal area ⊙ Miscellaneous Infinitesimal area

55.  Dirichlet condition: on Essential BC  Neumann(flux) condition: on Natural BC  Robin or mixed condition: on Natural/Essential BC Boundary value problem – Heat conduction  Partial differential problem : Functions of their related boundaries or constants n : Outwardly directed normal unit vector Surface definition:  Boundary conditions

56.  on  Boundary value problem – Elasticity  Partial differential problem  Boundary conditions Indicial notation

57. Discrete description of a complicated function

58. Condition for extremum point at and : real number of which absolute is sufficiently small.  Extremization of Extremization of one variable scalar function   Local minimization  Local maximization Condition for extremum point at and  Conditions : Necessary condition for an extremum point, Necessary and sufficient condition for a stationary point which may be an extremum point or inflection point.

59. Sufficient condition for local minimization at : Hessian matrix H should be positive-definite : Arbitrary vector of which magnitude is sufficiently small.  Extremization of at Unconstrained extr. of multi-variable function Necessary condition: Sufficient condition for local maximization at : Hessian matrix H should be negative-definite 

60. : Lagrange’s multiplier : Independent variables  Necessary condition of a new function,  An example of minimization problem  Condition for solution (or ) : Gradients of variable and, respectively Lagrange’s multiplier method for extremization Directions of gradient should be identical.

61. Generalization of Lagrange’s multiplier method  Extremization problem with equality constraints Necessary conditions  Unconstrained extremization problem

62.  An example of minimization problem Lagrange’s multiplier method for extremization

63.  : Penalty constant  Necessary conditions: Extremization using penalty method  Extremization problem with equality constraints  Unconstrained extremization problem

64. 2.4 Integration

65. Lebesque integral and Riemann integral Definite integration: Integral with its integration region specified  Integration: Indefinite integration: Integral with its integration region unspecified  Riemann integral(RI) and Lebesque integral(LI) LI is defined whenever RI is defined. However, RI can not be always defined when LI is defined. Example: Mixed liquid of 1kg of water and 1kg of alcohol. When upper limit integral should be identical to lower limit integral, RI exists. When the above requirement meets, LI exists.

66. Line integration and its standard form  When   Jacobian  Line integration  Standard form  When, the integral can be calculated using function values at the integration boundaries as follow: are dummy parameters

67. Path integral  Path integral: Integration following the path C  : It is used instead of when the path C is closed.   Path independent integral: Path integral which can be calculated only by function values at both ends of the path Potential Total differential: or When potential is defined such that,.

68. Four internal corner angles should be less than.  or Area integration  Transformation of integration area :Transformation functions which meet one-to-one corresponding.  Standard form for integration over a quadrilateral : Four corner points of a quadrilateral

69. Volume integration   Standard form: (-1,-1,-1), (-1,-1,1), (-1,1,-1), (-1,1,1), (1,-1,-1), (1,-1, 1), (1, 1,-1), (1, 1, 1)

70. Green theorem and Gauss theorem   Green theorem  Example  Gauss theorem(divergence Theorem) :  or n : outwardly directed unit normal vector on the boundary < outwardly directed unit normal vector on the boundary >

71. 2.5 Introduction to FEM

72. ⊙ Boundary value problem ⊙ Problem definition ⊙ Variational principle Prob. 1 Prob. 2 ○ Exact : Ritz method to differential equation

73. Trial function: (≡ Prob. A) (≡ Prob. B) Ritz method to differential equation ⊙ Extremization of a function and its related algebraic equation ⊙ Extremization of a functional and its related differentiation equation

74. Ritz method to differential equation ○ Necessary condition for to be extreme : ⊙ Approximation ○ ○ ○ Linear equation: ○ Approximate solution: ○ Transformation: Function space ⇒ Finite dimensional vector space Exact solution Trial function

75. Weak form Weighted residual approach to differential equation Prob. 1 Prob. 2 Set of functions

76. ⊙ Linear equations ⊙ Approx. solution : W 1 are W 2 are arbitrary Galerkin approach Trial function Basic function Approximate weighting function Set of approximate weighting functions

77. ⊙ Characteristics of solution convergence ○ Accuracy Accuracy ○ ⊙ Requirements on basic function ○ Linearly independent ○ or ○ ⇒ Error 2.2% ○ ⇒ Error 20% ⊙ Comparison between approximate and exact solutions Exact Approximate Accuracy of the approximate solution

78. ⊙ Trial function : ⊙ Approximate solution : Eaxct FE solution Superconvergence Basic idea of Finite Element Method (FEM)

79. Exact FE solutions ⊙ FEM = Ritz or Galerkin method + FE discretization and interpolation (approximation) ⊙ FE discretization and interpolation function: ⊙ Finite element solutions 123 4 ① ② ③ Technique of making basic functions FE solutions with different FEA models Element Node

80. ⊙ Definition of a beam deflection problem ○ Solution: ⊙ Variational principle: ⊙ Ritz method ○ It should satisfy essential boundary condition, ○ [Ex. 2.1] ○ [Ex. 2.2] ○ [Ex. 2-3] ○ BVP based on beam theory: Ritz method to a beam deflection

81. ⊙ [Ex. 2.3] : Exact : Ritz method to a beam deflection