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)

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 models

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

Provides an overview on case studies that use nonlinear analysis including the results from previous blind analysis contests as well as projects that benefitted from nonlinear analysis.