The Resource Advances in Direct Methods for Materials and Structures

Advances in Direct Methods for Materials and Structures

Label
Advances in Direct Methods for Materials and Structures
Title
Advances in Direct Methods for Materials and Structures
Creator
Contributor
Subject
Language
eng
MiAaPQ
Literary form
non fiction
Nature of contents
dictionaries
Advances in Direct Methods for Materials and Structures
Label
Advances in Direct Methods for Materials and Structures
Publication
Related Contributor
Related Location
Related Agents
Related Authorities
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Carrier category
online resource
Carrier category code
cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
• Preface -- Contents -- 1 Limit Load Theorems for the Drucker-Prager Yield Condition with a Non-associated Flow Rule -- Abstract -- 1 Introduction -- 2 Limit States-A General Definition -- 3 Limit Analysis for a Non-associated Plastic Flow -- 3.1 Material Model -- 3.2 The Static Bound Theorem -- 3.3 The Kinematic Bound Theorem -- 4 Consistent Limit States -- 5 Conclusions -- References -- A Direct Method for Predicting the High-Cycle Fatigue Regime of Shape-Memory Alloys Structures -- 1 Introduction -- 2 Constitutive Laws -- 3 Structural Evolution Problem -- 4 Shakedown Theorem -- 5 Description of the Method -- 6 Application to Biomedical Stents -- 7 Conclusions -- Appendix -- References -- Shakedown Within Polycrystals: A Direct Numerical Assessment -- 1 Introduction -- 2 Steady State and Fatigue Criteria -- 2.1 Dang Van Criterion -- 3 The Crystal Plasticity Model -- 3.1 Single Crystal Plasticity -- 3.2 Microstructure Geometry -- 4 Review of the DCA -- 4.1 Description of the Algorithm -- 5 Numerical Simulations on a Polycrystal -- 5.1 Geometric Model and Material -- 5.2 Monotonic Tensile Test -- 5.3 Cyclic Test -- 6 Conclusions -- References -- On the Size of the Representative Volume Element Used for the Strength Prediction: A Statistical Survey Applied to the Particulate Reinforce Metal Matrix Composites (PRMMCs) -- 1 Introduction -- 2 Shakedown of RVE Models -- 3 Statistical Models for the Interpretation of Numerical Results -- 4 Comparison Between Optimization Solvers -- 5 Numerical Study of PRMMC Samples -- 6 Conclusions -- References -- R-adaptivity in Limit Analysis -- 1 Introduction -- 2 Preliminaries -- 3 R-adaptivity -- 3.1 Lower Bound Problem -- 3.2 Upper Bound Problem -- 3.3 Update of Nodal Positions -- 4 Results -- 5 Conclusions -- References -- 6 Shakedown Analysis Under Stochastic Uncertainty by Chance Constrained Programming
• Abstract -- 1 Introduction -- 2 Lower Bound Approach to Chance Constrained Programming -- 3 Upper Bound Approach to Chance Constrained Programming -- 4 Duality Approach to Chance Constrained Programming -- 5 Numerical Examples -- 6 Reliability Analysis with the First Order Reliability Method -- 7 Conclusions -- References -- Composite Finite Elements in Structural Analysis -- 1 Introduction -- 2 Interpolation of the Displacement and Stress Fields -- 2.1 The Mixed 2D Finite Element -- 2.2 The Mixed 3D Finite Element -- 2.3 FE Discrete Operators -- 2.4 Further Remarks on the Element Topology -- 3 Numerical Results -- 3.1 Cook Problem -- 3.2 Plate with a Circular Hole -- 3.3 Square Metal Plate -- 3.4 An L-Shaped Metal Plate -- 3.5 3D Vertical Cut -- 4 Concluding Remarks -- References -- 8 Recent Progress on Lower-Bound Shakedown Analysis of Road Pavements -- Abstract -- 1 Introduction -- 2 UoN Shakedown Analyses for Pavements with Standard Materials -- 3 UoN Shakedown Analyses for Pavements with Non-standard Materials -- 3.1 Effect of Material Cross-Anisotropy -- 3.2 Effect of Material Heterogeneity -- 3.3 Effect of Plastic Flow Rule -- 4 Concluding Remarks and Future Work -- References -- Numerical Yield Design Analysis of High-Rise Reinforced Concrete Walls in Fire Conditions -- 1 Introduction -- 1.1 High-Rise Reinforced Concrete Panels -- 1.2 Behaviour of High-Rise Panels in Fire Conditions -- 1.3 A Simplified Three-Step Procedure -- 2 Determination of the Deformed Configuration -- 2.1 Initial Geometry -- 2.2 Thermo-Elastic Computations -- 3 Determination of Temperature-Dependent Strength Criteria -- 3.1 Reduction of Strength Capacities -- 3.2 Generalized Strength Properties -- 4 Yield Design Analysis of the Wall in Its Deformed Configuration -- 5 Numerical Investigation of the Structure Stability
• 4.5 Limit Load Ratio with Defect Ratio for Piping -- 5 Conclusion -- Acknowledgements -- References
Dimensions
unknown
{'f': 'http://opac.lib.rpi.edu/record=b4393577'}
Extent
1 online resource (221 pages)
Form of item
online
Isbn
9783319598109
Media category
computer
Media MARC source
rdamedia
Media type code
c
Sound
unknown sound
Specific material designation
remote

Library Locations

• Folsom Library
110 8th St, Troy, NY, 12180, US
42.729766 -73.682577