• Produktbild: Stability and Optimization of Flexible Space Structures
  • Produktbild: Stability and Optimization of Flexible Space Structures

Stability and Optimization of Flexible Space Structures

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Beschreibung

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

28.09.2011

Verlag

Springer Basel

Seitenzahl

280

Maße (L/B/H)

24.4/17/1.8 cm

Gewicht

548 g

Auflage

Softcover reprint of the original 1st ed. 1995

Sprache

Englisch

ISBN

978-3-0348-9886-7

Beschreibung

Produktdetails

Einband

Taschenbuch

Erscheinungsdatum

28.09.2011

Verlag

Springer Basel

Seitenzahl

280

Maße (L/B/H)

24.4/17/1.8 cm

Gewicht

548 g

Auflage

Softcover reprint of the original 1st ed. 1995

Sprache

Englisch

ISBN

978-3-0348-9886-7

Herstelleradresse

Springer-Verlag GmbH
Tiergartenstr. 17
69121 Heidelberg
DE

Email: GPSR Kontakt

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  • Produktbild: Stability and Optimization of Flexible Space Structures
  • Produktbild: Stability and Optimization of Flexible Space Structures
  • 1 The Post-Buckling Analysis of Pin-Connected Slender Prismatic Members.- 1.1 The Post-Buckling Behavior of Single Pin-Ended Elastic Members—General Law of Pin-Jointed Members.- 1.2 Elastic Buckling of Pin-Jointed Plane Isostatic Trusses Composed of Flexible Bars.- 1.3 Thermal Buckling of Axially Constrained Compressive Pin-Jointed Slender Members.- 1.4 Thermal Post-Buckling of Flexible Elastic Members in Statically Indeterminate Pin-Jointed Lattices—An Illustration of the Basic Theory.- 2 The Post-Buckling Equilibrium of Isostatic Hinge-Connected Space Structures Composed of Slender Members.- 2.1 General Force-Displacement Equilibrium Paths for Perfect Members.- 2.2 Geometrical Compatibility Conditions in Space.- 2.3 Initial Kinematic Relations.- 2.4 Kinematic Relations in Post-Buckling.- 2.5 Initial Equilibrium States.- 2.6 Unsupported Structures—Initial Kinematic and Equilibrium Conditions.- 2.7 Equilibrium in Post-Buckling.- 2.8 Alternative Derivation of the Post-Buckling Equilibrium Equations.- 2.9 Alternative Derivation of the Post-Buckling Equilibrium Equations—Matrix Formulation of the General Law.- 2.10 Alternative Derivation of the Post-Buckling Equilibrium Equations—Matrix Formulation of the Equilibrium Equations on the Distorted Geometry.- 2.11 The Post-Buckling Equilibrium States.- 2.12 Reduction of the General Equilibrium Equations and Their Solution.- 2.13 Some Applications of the Theory to Simple Space Structures Made of Flexible Elastic Members.- CASE A.- CASE B.- CASE C.- CASE D.- 2.14 Influence of Initial Imperfections on the Post-Buckling Equilibrium Paths of Pin-Connected Lattices Composed of Flexible Members.- Perfect Systems as a Special Case.- Imperfect or Perturbed Systems.- 2.15 Stability Analysis of Equilibrium States.- 2.16 Some Applications of the Stability Theory to Practical Space Lattices and Structures.- CASE E1.- CASE E2.- CASE F1.- CASE F2.- 3 Static and Dynamic Buckling of Complex Hyperstatic Pin-Connected Elastic Systems.- 3.1 Introduction—Post-Buckling of Hyperstatic Lattices.- 3.2 Initial Equilibrium Equations—Kinematic Admissibility Conditions at the Ultimate Critical State.- 3.3 Simplified Kinematic Admissibility Conditions for the Buckled Hyperstatic Lattice.- 3.4 Matrix Formulation of the General Law for Prismatic Pin-Jointed Members in a Hyperstatic Lattice.- 3.5 Matrix Formulation of the General Post-Buckling Equilibrium Equations for Hyperstatic Pin-Jointed Lattices.- 3.6 Reduction of the General Equilibrium Equations of the Hyperstatic Lattice and Their Solution.- Example: Model Reticulated Shell.- 3.7 Direct Evaluation of the Most Degrading Buckling Mode in Equilibrium Using the Total Potential Energy Hypersurfaces.- 3.8 Comparison of the Numerical Results Characterizing the Post-Buckling Equilibrium of Three Model Reticulated Shells for Underwater Applications.- (i) The Unoptimized Model Shell (Model No. 1).- (ii) The First Optimized Model Shell (Model No. 2).- (iii) The Second Optimized Model Shell (Model No. 3).- 3.9 The Most Degrading Post-Buckling Modes for the Three Model Reticulated Shells Intended for Underwater Applications.- 3.10 Minimization Methods in the Direct Evaluation of the Most Degrading Buckling Modes.- 3.11 Numerical Evaluation of the Most Degrading Dynamic and Static Buckling Modes and the Structural Stability Optimization Strategies in Hyperstatic Pin-Jointed Elastic Systems.- Model No. 1.- Model No. 2.- Model No. 3.- Some Optimization Strategies in Hyperstatic Pin-Jointed or Quasi Pin-jointed Elastic Systems.- 3.12 Structural and Material Features of Practical Optimizable Elastic Systems Pin-Jointed by Special Connectors—The BRISHELL Systems.- The Figure Source Index.