Nonlinear Dynamics of Structures Under Extreme Transient Loads 1st Edition by Adnan Ibrahimbegovic, Naida Ademovic ISBN 1351052489 9781351052481

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Product details:

ISBN 10: 1351052489

ISBN 13: 978-1351052481

Author:  Adnan Ibrahimbegovic, Naida Ademović 

Nonlinear Dynamics of Structures Under Extreme Transient Loads 1st Edition: 

 

Nonlinear Dynamics of Structures Under Extreme Transient Loads 1st Edition Table of contents:

• 1 Initial boundary value problem

  • 1.1 Newton’s Second Law—Strong Form of Elastodynamics
  • 1.2 D’Alembert Principle—Weak Form of Equations of Motion
  • 1.3 Hamilton’s Principle—Energy Conservation
  • 1.4 Modal Superposition Method
    • 1.4.1 Rayleigh Damping
    • 1.4.2 Nonproportional Damping and Fast Computation Methods
  • 1.5 Time-Integration Schemes
    • 1.5.1 Central Problem of Dynamics (Time Evolution)
    • 1.5.2 Central Difference (Explicit) Scheme
    • 1.5.3 Trapezoidal Rule or Average Acceleration (Implicit) Scheme
  • 1.6 Motivation for Developments Presented in Part I and Part II
    • 1.6.1 Damping Model Characterization
    • 1.6.2 Extreme Loading Representation
  • References

• PART I

  • 2 Steel structures
    • 2.1 Essential Ingredients of Plasticity Model
      • 2.1.1 1D Plasticity with Hardening and Softening
    • 2.2 Localized Failure Plasticity Model
    • 2.3 Structural Plasticity Model
      • 2.3.1 Simple Form
      • 2.3.2 Multi-Scale Model Parameters Identification
    • 2.4 Computation of Beam Plasticity Material Parameters
      • 2.4.1 Numerical Examples of Frames and Frame Elements
    • 2.5 Conclusion
    • References
  • 3 Reinforced concrete structures
    • 3.1 Concrete Modeling with a Damage Model
    • 3.2 Bond-Slip Model
    • 3.3 Steel Model with Classical Elastoplasticity
    • 3.4 Reinforced Concrete Model
      • 3.4.1 Kinematics of Bond-Slip Along Reinforcement Bar and its X-FEM Representation
      • 3.4.2 Solution Procedure for Relative Displacements of Bond-Slip Element
      • 3.4.3 Numerical Examples
    • 3.5 Reinforced Concrete Model for Cyclic Loading
      • 3.5.1 Constitutive Concrete Model
      • 3.5.2 Numerical Examples
      • 3.5.3 Numerical Examples Seismic Application
    • References
  • 4 Masonry structures
    • 4.1 Computational Modeling of Masonry Structures
    • 4.2 Micro-Modeling of Masonry
    • 4.3 Strain Localization Phenomena
    • 4.4 Further Research
    • References

• PART II

  • 5 Dynamics extreme loads in earthquake engineering
    • 5.1 The Free-Field vs. Added Motion Approach in Structure-Foundation Interaction
    • 5.2 Localized Nonlinearities in Structure-Foundation Interface
    • 5.3 Reduction of Model: Numerical Techniques
    • 5.4 Case Studies of Structure-Foundation Interaction Problems
    • Bibliography
  • 6 The dynamics of extreme impact loads in an airplane crash
    • 6.1 Central Difference Scheme Computation of Impact Problems
    • 6.2 Local Model Extensions
    • 6.3 Field Transfer Strategy for Complex Structure Impact Loading
    • 6.4 Field Transfer in Space and Projection to Coarse Mesh
    • 6.5 Field Transfer in Time and Minimization Problem for Optimal Transfer Procedure
    • 6.6 Numerical Examples
    • References
  • 7 Fire-induced extreme loads
    • 7.1 Transient Heat Transfer Computations
    • 7.2 Damage Mechanisms Representation Under Increased Temperature
    • 7.3 Coupled Thermomechanical Problem Computations
    • 7.4 Operator Split Solution Procedure with Variable Time Steps
    • 7.5 Numerical Examples
    • 7.6 Detailed Theoretical Formulation of Localized Thermomechanical Coupling Problem
    • 7.7 Embedded Discontinuity Finite Element Method (ED-FEM) Implementation
    • 7.8 Numerical Examples
    • References
  • 8 Fluid-induced extreme loads
    • 8.1 Structure and Fluid Formulations
    • 8.2 Fluid–Structure Interaction Problem Computations
    • 8.3 Numerical Examples

 

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Adnan Ibrahimbegovic,Naida Ademovic,Nonlinear,Dynamics,Structures,Extreme Transient Loads