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Department of Civil Engineering
CIVL 7117 - Schedule (subject to change)
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Date Topic
TBD

Introduction to Finite Elements - History and applications

 

Chapter 2 - Definition of the stiffness matrix; applications for a simple spring element;
                   and potential energy approach to derive spring element equations.

 

Holiday - Labor Day

 

Chapter 3 - Development of the stiffness matrix for a bar element and transformation of
                   global stiffness matrix for a bar arbitrarily oriented in a plane

 

Chapter 3 - Transformation matrix for a bar in three-dimensions; inclined or skewed supports;
                   and one-dimensional elastic rod using potential energy

 

Chapter 3 - One-dimensional elastic rod using Galerkin's method; symmetry and
                   bandwidth of bar stiffness matrix

 

SAP2000  - Truss analysis

 

Chapter 4- Beam stiffness and example of assemblage of beam stiffness equations and
                 examples using direct stiffness

 

Chapter 4 - Distributed loadings; comparison of FE solution to exact solution;
                   beam element with nodal hinge; potential energy approach to deriving beam
                   equations; and Galerkin's method for deriving beam equations

 

Chapter 5 - Two-dimensional arbitrarily oriented beam element for frames and
                   rigid frame examples

 

Chapter 5 - Two-dimensional arbitrarily oriented beam element for frames;
                   rigid frame examples; and incline supports; and grid elements

 

SAP2000 Introduction - Frame and grid analysis

 

Chapter 6 - Development of the Plane Stress Element (CST)

 

Chapter 6 - Development of the Plane Stress Element (CST) - Problems

 

Fall Break

  Chapter 6 - Development of the Plane Stress Element (Q4 element)
Chapter 7 - Practical Consideration on Modeling
Mid-Term Exam Assigned
  Chapter 8 - Development of Linear-Strain Triangular Equations
  Chapter 9 - Axisymmetric Elements
  Chapter 9 - Axisymmetric Elements
Chapter 10 - Isoparametric Formulation of the Bar and Q4 Elements
  Chapter 10 - Newton-Cotes and Gaussian Quadrature
  Chapter 10 - Isoparametric Formulations for a Linear Strain Bar; Q6, Q8, Q9, and Q12 Elements
  Chapter 12 - Plate Bending Elements
  Chapter 12 - Using SAP2000 to analyze plate/shell problem
  Chapter 16 - Dynamics analysis of SDOF systems
  Chapter 16 - Dynamics analysis using bar, beam, frames, trusses, and CST elements
  SAP2000 to analyze structural dynamic problems
Chapter 11 -
Three-Dimensional Stress Analysis using tetrahedral and hexahedral elements
  Chapter 11 - Three-Dimensional Stress Analysis using tetrahedral and hexahedral elements
  Final Exam Dues

 

 

 

 

 

 

 

 

 

 

 


This web site was originally developed by Charles Camp for CIVL 7117.
This site is Maintained by the Department of Civil Engineering at the University of Memphis.
Your comments and questions are welcomed.

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Department of Civil Engineering | 104 Engineering Science Bldg |Memphis, TN 38152 | Phone: 901/678-2746 | Fax: 901/678-3026 | Last updated: 12/02/2019