Nonlinear analysis of structures

CIVIL-449

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Course summary


Introduction

  • Introduction to course
  • Revision: Matrix structural analysis (direct stiffness method)


  • Formulation of basic static equilibrium in matrix form
  • Static decomposition
  • Solution of linear problems


  • Truss elements
  • Frame (beam-column) elements
  • Zero-length elements
  • Local to global coordination transformations
  • Code number technique for assembling the global stiffness matrix

  • Nonlinear geometric effects
  • Geometric stiffness matrix
  • Limit load analysis
  • Basic reference systems for frame elements
  • Formulations for linear and corotational transformations

  • Iterative techniques for solution of nonlinear equations
  • Incremental approach to equilibrium
  • Load-displacement constraint methods

  • Displacement controlĀ 
  • Arc-length control
  • Analytical examples for demonstrating the use of control methods

  • Study Break


  • Material nonlinearity
  • Constitutive formulations for concentrated plasticity models
  • Assessment models for steel and reinforced concrete members


  • Distributed plasticity
  • Basic element formulations
  • Constitutive formulations for steel materials
  • Constitutive formulations for reinforced concrete
  • Cross-sectional analysis


Discusses element formulations for fiber-based elements.
  • Displacement-based elements
  • Force-based elements
  • State determination of sections

Discusses Integration methods for element formulations
  • Gauss quadrature
  • Gauss Lobatto
  • Gauss Radau
  • Element stiffness matrix and force vectors
  • Examples for element stiffness matrix assembly
  • Examples on tapered elements



Topics: Constitutive models based on plasticity:

  • Overview of idealized material models
  • Concept of yield surface
  • Theory of plasticity - Formulation
  • Euler Forward incremental method (Explicit)
  • Euler Backward incremental method (Implicit)
In-class assignment:
  • Euler forward return mapping
Assignment 04:
  • Euler forward return mapping (non-associated flow)
  • Euler backward return mapping (associated flow)


9 December - 15 December

Topics: Constitutive models based on continuum damage mechanics (CDM):

  • General concepts in CDM
  • Isotropic CDM model
  • Orthotropic CDM model with and without irreversible strains
  • Combination of continuum damage mechanics and plasticity model
  • Constitutive models based on the smeared crack approach




Topics:

  • Constitutive models based on the smeared crack approach
  • Concepts of mesh size and directional dependency
  • Application examples of constitutive models in continuum finite element approaches