Tue, 1 May 2001
EGM 4344 Numerical Methods, Spring 2001
IMPORTANT ANNOUCEMENTS: * Tue, 1 May 2001
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Additional remarks on lectures: (in reverse chronological order)

Future topics:
ODEs: set of 1st-order ODEs; Runge-Kutta method.  Numerical method for 2nd-order ODEs, initial conditions; scalar equations, matrix equations.
Representation of numbers in computers
Direct integration of equations of motion (finite difference method)
Plotting with Matlab; deformed shapes, eigenmodes.
Interpolation, least-square curve fitting
Numerical integration: Gauss quadrature, etc.
Galerkin method, finite element method revisited
 

Wed, 2 May 01:Final exam, Turlington Building, Room L011, 5:30pm to 7:30pm Closed book, closed notes. One crib sheet of size 5.5" x 8.5" (half the regular letter-size paper, both sides) allowed.

EXAM WEEK

Wed, 25 Apr 01:
Lecture 41: Truss systems with nonlinear material behavior, transformation from local coordinates to global coordinates, principle of virtual work, nonlinear force-displacement in global coordinates, assembly of equations of equilibrium by FBD's of nodes, solving system of nonlinear equations by Newton's method, Taylor series expansion, Jacobian matrix, iterative algorithm.
Reading assignment: G&W (textbook), Chap 1, on solving nonlinear equations.
HW: pbs.2,13, pp.101, in G&W (textbook).

Mon, 23 Apr 01:
Lecture 40: Remark on HW problems with inverse power method, efficiency in coding, Matlab commands inv and "\", Gauss elimination and its stages, organization of the code, multiple eigenvalues and corresponding eigenvectors (for real symmetric matrices).  Solving nonlinear equation: Truss element with nonlinear material behavior, nonlinear force-displacement relationship, solving nonlinear equation, bisection method, Newton's method (derivation based on geometry, and based on Taylor series expansion).
Reading assignment: G&W (textbook), Chap 1, on solving nonlinear equations.
HW: pbs.2,13, pp.101, in G&W (textbook).

WEEK 16

Fri, 20 Apr 01: HW12 due.
Class meets at the Brain Institute, Room 100A, for the BMES & MAE Competition.

Did you know: You may be interested in a talk on a new method of teaching the FEM at the undergraduate level (see abstract) at the 6th US National Congress on Computational Mechanics, Dearborn, MI, 1-4 Aug 2001.

Wed, 18 Apr 01:
Lecture 39: Integrating ODEs: Numerical methods for 1st-order ODEs (both scalar and matrix equations): Euler method, local error, global error, geometric interpretation; modified Euler method, geometric interpretation, local error, chain rule, global error, connection to Taylor series method of local order 3.
Reading assignment: G&W (textbook), Chap 6, pp.448-460, on numerical solution of ODEs .

Mon, 16 Apr 01:
Lecture 38: Integrating ODEs: 1st-order ODEs: Taylor series method with local error of order 4, computation of third derivative in general nonlinear (scalar) ODEs, chain rules; examples.
Reading assignment: G&W (textbook), Chap 6, pp.448-460, on numerical solution of ODEs .

WEEK 15

Fri, 13 Apr 01: HW11 due.
Lecture 37: Integrating ODEs: Numerical methods for 1st-order ODEs (both scalar and matrix equations), Taylor series method, computation of higher-order derivatives at time zero, scalar case; matrix case, equation of motion of nonlinear SDOF system (remark on Newton's method and bisection method for static case), Jacobian matrix, indicial notation, evaluating second derivative at time zero.
Reading assignment: G&W (textbook), Chap 6, pp.448-460, on numerical solution of ODEs .
HW14: Do Pbs. 5,7,9 on p.513, of G&W (textbook).

Wed, 11 Apr 01: IPPD final presentation, TODAY, 8am-1:30pm (see agenda here)
Lecture 36: 8 Integrating ODEs: Review of modal equations in structural dynamics and orbital equations of motion of a point mass in astrodynamics, similarities and differences (coupled equations). First-order ODEs, Taylor series method, example of nonlinear dynamics of a SDOF system, computation of first derivative at time zero, scalar case, matrix case.
Reading assignment: G&W (textbook), Chap 6, pp.448-460, on numerical solution of ODEs .

Mon, 9 Apr 01:
Lecture 35: Astrodynamics, structural dynamics, and integrating ODEs:  Example of nonlinear ODEs; equation for orbital motion of a satellite in 3-D space in vector form, set of scalar second-order ODEs, conversion to 1st-order ODEs. Integration of modal equations in structural dynamics: Conversion of a 2nd-order ODE to a set of 1st-order ODEs.
Reading assignment: G&W (textbook), Chap 6, pp.448-460, on numerical solution of ODEs .

WEEK 14

Fri, 6 Apr 01: HW10 due.
Lecture 34: Structural dynamics (cont'd):  Integration of modal equations: Review of analytical method by superposing homogeneous solution and particular solution for linear ODEs; Motivation for numerical methods: Examples of nonlinear ODEs (orbital mechanics, zodiac sign libra, the Pink Floyd, Dark Side of the Moon, librational motion, gravitational gradient, stable motion of orbiting space shuttle, etc.); conversion of a 2nd-order ODE to a set of 1st-order ODEs. Numerical method, finite difference method for 2nd order ODEs, initial conditions.
Reading assignment: G&W (textbook), Chap 6, pp.448-460, on numerical solution of ODEs .
HW13: Do Pbs. 1,2,3,4, on p.513, of G&W (textbook).

Did you know: Village boy, a numbers theorem in grade 5, SAT scores, MIT, professor at Johns Hopkins.

Wed, 4 Apr 01:
Lecture 33: Structural dynamics (cont'd):Review on how to solve the coupled equations of motion using the eigenvalue problem. Integration of modal equations: Analytical method (case of free vibration with initial conditions), truncation.
Reading assignment: G&W (textbook), Sec 2.8, pp.155-158, on norms; Sec 7.5, pp.541-546, on characteristic-value (eigenvalue) problems; Sec 7.10, pp.568-579, on theoretical matters related to the eigenvalue problems.

Mon, 2 Apr 01: Penalty for missing required HW reports.
Lecture 32: Structural dynamics (cont'd):Generalized eigenvalue problem: Gram-Schmidt orthogonalization in general pseudo code for inverse power method to search for all eigenpairs, derivation of purification coefficients using orthogonality property of eigenvectors.  Integration of modal equations: Analytical (case of free vibration with initial conditions), numerical (finite difference method for 2nd order ODEs, initial conditions).
Reading assignment: G&W (textbook), Sec 2.8, pp.155-158, on norms; Sec 7.5, pp.541-546, on characteristic-value (eigenvalue) problems; Sec 7.10, pp.568-579, on theoretical matters related to the eigenvalue problems.
 

WEEK 13

Fri, 30 Mar 01: HW8 due. Penalty for missing required HW reports.
IPPD 1999-2000 project: Smart Composites for Comanche Helicopter; protypes.
Lecture 31: Structural dynamics (cont'd):Gram-Schmidt orthogonalization in general pseudo code for inverse power method to search for all eigenpairs of standard eigenvalue problems, derivation of purification coefficients using orthogonality property of eigenvectors.
Reading assignment: G&W (textbook), Sec 2.8, pp.155-158, on norms; Sec 7.5, pp.541-546, on characteristic-value (eigenvalue) problems; Sec 7.10, pp.568-579, on theoretical matters related to the eigenvalue problems.
HW12: Develop a matlab function to solve for all eigenpairs of a generalized eigenvalue problem for structural dynamics as explained in class. Apply your matlab function to the stiffness matrix and the mass matrix of the truss system of Pb.2.1 (see HW10 ).  Compare your results (eigenvalues and eigenvectors) with Matlab results.

Wed, 28 Mar 01:
Lecture 30: Structural dynamics (cont'd):Proof orthogonality property of eigenvector, standard eigenvalue problem, generalized eigenvalue problem; inverse power method with Gram-Schmidt orthogonalization process to obtain all eigenpairs.
Reading assignment: G&W (textbook), Sec 2.8, pp.155-158, on norms; Sec 7.5, pp.541-546, on characteristic-value (eigenvalue) problems; Sec 7.10, pp.568-579, on theoretical matters related to the eigenvalue problems.
 

Mon, 26 Mar 01:
Lecture 29: Structural dynamics (cont'd):1-norm and 2-norm of a vector, normalization (scaling) of eigenvector, HW10 , pseudo-code for inverse power method with Gram-Schmidt orthogonalization to obtain the second eigenpair.
Reading assignment: G&W (textbook), Sec 2.8, pp.155-158, on norms; Sec 7.5, pp.541-546, on characteristic-value (eigenvalue) problems; Sec 7.10, pp.568-579, on theoretical matters related to the eigenvalue problems.
 

WEEK 12

Fri, 23 Mar 01: HW7 due.
Lecture 28: Structural dynamics (cont'd):Re-emphasize the importance of eigenvalue problem through a brief review, physical meaning of a modal equation as a SDOF system (modal mass and modal stiffness), Initial conditions for modal equations by mass orthogonality property of eigenvectors (vibration modes), inverse power method for complete eigenvalue problem, Gram-Schmidt orthogonalization process (to obtain the second eigenpair).
Reading assignment: G&W (textbook), Sec 2.8, pp.155-158, on norms; Sec 7.5, pp.541-546, on characteristic-value (eigenvalue) problems; Sec 7.10, pp.568-579, on theoretical matters related to the eigenvalue problems.
HW11: Develop a matlab function to solve for all eigenpairs of a real symmetric matrix A of size nxn.  Apply your matlab function to the stiffness matrix of the truss system of Pb.2.1.  Compare your results (eigenvalues and eigenvectors) with Matlab results.

Wed, 21 Mar 01:
Lecture 27: Structural dynamics (cont'd):Single degree-of-freedom (dof) system (SDOF), angular frequency, vibration period, vibration frequency; Multiple dof system (MDOF), mass-orthogonality property of eigenvectors, decoupling coupled equations of motion into n uncoupled SDOF systems (modal equations), matrix form, initial conditions for each modal equation.
Reading assignment: G&W (textbook), Sec 7.5 on characteristic-value (eigenvalue) problems, pp.541-546. Sec 7.10, pp.568-579.

Did you know: "I hear, I forget; I see, I remember; I do, I understand." (Oriental proverb.)

Mon, 19 Mar 01:
Lecture 26: Structural dynamics (cont'd):Two methods of integrating the ordinary differential equations of motion: (1) direct integration (finite difference method), (2) modal superposition (eigenvalue problem). Free vibration problem, periodic solution, generalized eigenvalue problem of free vibration, recall standard eigenvalue problems, meaning of eigenvalues (relationship to vibration frequencies).
Reading assignment: G&W (textbook), Sec 7.5 on characteristic-value (eigenvalue) problems, pp.541-546. Sec 7.10, pp.568-579.

WEEK 11

Fri, 16 Mar 01:
Lecture 25: Structural dynamics (cont'd):Derivation of equations of motion using lumped mass and equilibrium of the nodes (free-body diagrams), prescribed boundary displacements as functions in time, reduced equations of motion accounting for prescribed displacements, initial conditions, motivation of eigenvalue problems.
Reading assignment: G&W (textbook), Sec 7.5 on characteristic-value (eigenvalue) problems, pp.541-546.
HW10: Redo HW7 and HW8, but using the normalization method in the book (using the 1-norm); compare your results with those in HW7 and in HW8.  Apply your codes of the inverse power method in HW10 and in HW8 to find the lowest eigenpair of the truss structure in Pb. 2.1, assuming that the mass per unit length of each bar is 100; compare the results (eigenvalues and eigenvectors). Verify the mass orthogonality property of the eigenvectors (for this truss problem) that are obtained using Matlab.

Did you know: On Fri, 29 Feb 01, we talked about Gauss and number theory; I also told the story about an interesting use of number theory.

Wed, 14 Mar 01:
Remark on coding in HW5, Integrated Product and Process Design (IPPD). Return midterm exam; discussion.
Lecture 24: Solving Ax=b: General  case (nxn):  Number of operations in Gauss elimination. Remark on Gauss-Jordan method, number of operations. Structural dynamics: Equations of motion of truss systems, mass lumping.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10. Sec 7.5 on characteristic-value (eigenvalue) problems, pp.541-546.

Mon, 12 Mar 01:
Lecture 23: Solving Ax=b: General  case (nxn):  Recall number of operations in forward substutition and back substitution. Number of operations in Gauss LU decomposition, total number of operations in Gauss elimination.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.

WEEK 10

WEEK 9 : Spring break week; no class.

Fri, 29 Feb 01: HW6 due.
Lecture 22: Solving Ax=b: General  case (nxn): Gauss at 7 years of age and the sum of integers from 1 to 100; proof of general formula for summing intergers from 1 to n. Gauss elimination and LU decomposition, number of operations in forward substitution, in backsubtitution (homework).
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.
HW8:Please download.

Wed, 28 Feb 01:Midterm exam, room 100 NEB, periods E2-E3 (8:20pm-10:10pm).  There is no lecture today.  There will be no make-up exam. Closed book, closed notes, one crib sheet of size 8 in x 5.5 in (half a letter-size paper, you can write on both sides).  The use of calculators is restricted to simple operations on scalars (add, subtract, multiply, divide); matrix operations are not allowed.

Mon, 26 Feb 01:
Lecture 21: Solving Ax=b: General  case (nxn):  General LU decomposition, inverse of lower triangular matrices, Gauss elimination and LU decomposition.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.
 

WEEK 8

Fri, 23 Feb 01:HW6 due date extended.
HW4 and HW5 returned.
Remarks on methods of FEM, Matlab, comments from students, Integrated Product and Process Design (IPPD)
Lecture 20: Solving Ax=b: Gauss elimination (cont'd): pseudo code (algorithm). General  case (nxn):  General LU decomposition  (lower triangular matrices, product, inverse).
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.
HW7:Please download.

Wed, 21 Feb 01: Q&A on methods of FEM.
Lecture 19: Solving Ax=b: Gauss elimination (cont'd): Determinant (Laplace expansion), general formula, 3x3 case, connection with vector triple product, volume, sign change due to interchange of rows or columns, sign change in the general nxn case.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.

Mon, 19 Feb 01:
Lecture 18: Solving Ax=b: Gauss elimination (cont'd): Connection between general LU decompositions (in class lecture and in G&W book) and Gauss LU decomposition, pivoting, determinant (Laplace expansion), 2x2 case, sign change.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.

WEEK 7

Fri, 16 Feb 01:HW4 due and HW5 due.
Lecture 17: Solving Ax=b (Cont'd): Further motivation for LU decomposition; repetitive solution with many right-hand sides, computation of the inverse of a matrix; solving the standard eigenvalue problem A x = lambda x by the power method and inverse power method. Remark on the generalized eigenvalue problem A x = lambda B x , and its connection to structural dynamics.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.
HW6: Do Pbs. 27, 33 (use both Laplace expansion and LU decomposition), in G&W (textbook), p.212. Develop the following Matlab functions: Follow the pseudo code on p.129 to develop a function to do the LU decomposition of a matrix, a function to do the forward reduction of the right-hand side using the L matrix, and a function to do the backsubstitution using the U matrix to get the solution. Use these functions to solve Pb.34, p.212 in G&W (textbook).

Did you know: The word "determinant" was first used by Gauss.

Wed, 14 Feb 01: The explosion of Ariane Flight 501 (firm schedule).
Lecture 16: Solving Ax=b: Gauss elimination: (3x3 case) Motivation, normalization of L in LU decomposition, uniqueness, solution of Ax=b, determinant.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices),

Did you know: The word "determinant" was first used by Gauss.

Wed, 14 Feb 01: The explosion of Ariane Flight 501 (firm schedule).
Lecture 16: Solving Ax=b: Gauss elimination: (3x3 case) Motivation, normalization of L in LU decomposition, uniqueness, solution of Ax=b, determinant.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.



Did you know: That there is a person who would die of hunger every 3.6 seconds, and that 3/4 of those are children under 5 years old? You can help to donate food to these hungry people without costing you a cent, just by clicking at the Hunger Site of the UN World Food Program once a day.  To remind me to click at the Hunger Site every day, I created the Hunger-Site stickers (in MS Word doc format) for all computers in my office and in my lab.  You are welcomed to use these stickers for your computers. (The best place to put a sticker is just below the screen of your monitor.) Better yet, since I am using Linux , I have set up my system to automatically display the Hunger Site every morning at 8am, so that I can ``donate'' food every morning before I start my day. If you are interested in knowing how I did this setup, just ask me.

Mon, 12 Feb 01:
Lecture 15: Solving Ax=b: General LU decomposition (cont'd): (3x3 case) complete example and verification, non-uniqueness, computation of determinant (also nxn case for L and U).
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7, 2.10.

WEEK 6

Fri, 9 Feb 01: HW4 due date extended.
Remark: Lectures (first eye) + G&W (textbook) (second eye) = depth of knowledge (stereoscopic view.)
Lecture 14: Solving Ax=b: General LU decomposition (cont'd): Example (3x3), how to invert lower triangular matrices, matrix form of solution x, motivation (solving for several loading cases).
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices), 2.6, 2.7.
HW5: Do Pb 11, p.210 in G&W (textbook).  Develop Matlab functions to solve HW2 (function to compute element stiffness matrices in global coordinates, function to assemble element stiffness matrices into the global stiffness matrix, function to extract stiffness matrix with unknown degrees of freedom only, function to extract element displacements from global displacement matrix, function to compute the element forces in local coordinates from element disp in global coordinates.)  Test out your Matlab functions with Pb. 2.1 and then Pb. 2.4 in HW2.

Wed, 7 Feb 01:
Lecture 13: Solving Ax=b: Elimination method (cont'd): Triangulation (upper form), meaning, matrix form, product of lower triangular matrices (3x3 case). LU decomposition: Matrix inversion, inversion of a product of matrices.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3, 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices).

Mon, 5 Feb 01: Remarks: Think for yourself, model HW report (team Kapt), calculators with matrix operations.
Lecture 12: Solution of Ax=b: Diagonalization (eigenvalue problem and characteristic polynomial); Triangulation: (upper, lower), substitution (backward, forward), numerical example, matrix form.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3, 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices).

WEEK 5

Fri, 2 Feb 01:HW2 due, and HW3 due (firm due date for both HW2 and HW3).
Remark on team reorganization.
Lecture 11:
Truss systems (cont'd):  Global stiffness matrix, direct accouting for the boundary conditions (advantages, disadvantages); properties of global stiffness matrix (symmetric, singular).
Numerical solution for general systems of linear equations Ax=b:  Elimination concept, motivation (diagonal system, transformation of coordinates, eigenvalue problem, upper triangular form, backsubstitution).
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3, 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices).
HW4:Do Pbs. 8, 9, 14, 16, in G&W, pp.210-211.

Wed, 31 Jan 01:
Lecture 10: Discussions on HW2 problems; reorganization of course conduct.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3, 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices).

Did you know: Success secret: Become an active learner

Mon, 29 Jan 01:
Lecture 9: Truss system (cont'd): Method 1:  Justification of relation between applied forces and global displacement relations.  Back to Method 2: Model problem, matrix form of relations between element-length increments and global displacement dofs, relation between member forces and global displacement dofs, relation between applied forces and global displacement dofs, stiffness matrix; Pb. 86, p.217, in  G&W, application of Method 2.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3, 2.4, 2.5 (only pp. 145-147 on LU decomposition of tridiagonal matrices); Problem 86, p.217.

WEEK 4

Fri, 26 Jan 01: HW2due date extented.
Lecture 8: Truss system (cont'd): Interpretation of member forces and deformed shape of truss model problem using concepts learned in Statics (equilibrium of nodes, solution of statically-determinate truss systems, small-deformation assumption, Taylor series expansion, retaining leading terms), computation of reactions; Method 2 (to explain Pb. 86, p.217, in  G&W): Model problem, relation between member forces and  element-length increments, matrix form, stiffness matrix S, relation between element-length increments and global displacement dofs.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3; Problem 86, p.217.
HW3:  Do Problems 1,2,3,4, 5, 6, p.210, in G&W (textbook).

Did you know: ``Think for yourself, 'cause I won't be there with you.'' George Harrison (The Beatles), song Think for yourself (recorded on 8 Nov 1965).

Wed, 24 Jan 01:
Lecture 7: Truss system (cont'd): Force matrix, application of boundary conditions, solution for nodal displacements, member force computation.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3; Problem 86, p.217.

Mon, 22 Jan 01:
Lecture 6: Truss system (cont'd): Local to global mapping, assembly of element stiffness matrices into global stiffness matrix.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3; Problem 86, p.217.

WEEK 3

Fri, 19 Jan 01: HW1 due. Remark on the policy for this course.
Lecture 5: Truss system (cont'd): Review of matrix relations for trusses  Example of a simple truss system  (cont'd): Computation of element stiffness matrices, matrix multiplication.
Reading assignment: G&W (textbook), Chap 2, Problem 86, p.217.
HW2:Please download.

Did you know: A friend just sent to me this Great Story; you may enjoy it.

Wed, 17 Jan 01: Remark on HW (posting, downloading, and due dates).
Lecture 4: Truss system (cont'd): Principle of virtual work: Transformation of forces from global coordinates to local coordinates; FD relation in global coordinates, stiffness matrix in global coordinates. Example of a simple truss system; numbering of nodes, elements, and global dofs.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3.

Mon, 15 Jan 01: Martin Luther King, Jr. holiday. No class.

WEEK 2

Fri, 12 Jan 01: Tour of course web page.
Lecture 3: Truss system (cont'd): Interpretation of FD relation in local coordinates.  Transformation of displacements from local coordinates to global coordinates. Relation between member forces in local coordinates and displacements in global coordinates; future post-processing for member stresses.  Principle of virtual work: Brief review.
Reading assignment: G&W (textbook), Chap 2 on matrices and solving systems of equations; Sections 2.1, 2.2, 2.3.
HW1
 

Did you know: Around this time last year,I read in a Saturday Gainesville Sun recently that some researchers have ranked the 100 most influential speeches in US history, and that the "I have a dream" speech of Martin Luther King, Jr., was ranked number one, far above the second runner up, based not only on its content, but also on its masterful and emotional delivery, fittingly on the steps of the Lincoln Memorial in Washington, D.C., in Aug 1963. One of the famous lines in that speech: "I have a dream that my little four children will one day live in a nation where they will not be judged by the color of their skin, but by the content of their character."

Wed, 10 Jan 01: Various remarks concerning the course (team organization, grading, etc.)
Lecture 2: Truss systems (cont'd): Overview, FBDs, statically indeterminate systems, structural deformation for additional equations, FEM. Force-displacement (FD) relationship for a truss element in local coordinates.
Reading assignment: Matlab Primer by the late UF math professor K. Sigmon; Cooperative learning techniques; G&W (textbook), Chap 2 on matrices and solving systems of equations.
You should practice using Matlab in parallel to your reading of the Matlab Primer starting from today.
HW1:Please download.  Reproduce all examples in the Matlab Primer. HW sets are numbered using the Week numbers. Thus, in Week 1, the HW set is designatedby HW1.

Mon, 8 Jan 01: Course organization, cooperative learning, video presentation of the use of FEM in industry, truss structures.

WEEK 1


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