Topic
Statically indeterminate
About: Statically indeterminate is a research topic. Over the lifetime, 1188 publications have been published within this topic receiving 15557 citations.
Papers published on a yearly basis
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Papers
Book•
1 Jan 1967TL;DR: Rolling bearing types and applications Rolling Bearing Macrogeometry Interference Fitting and Clearance Bearing Loads and Speeds Ball and Roller Loads Contact Stress and Deformation Distribution of Internal Loading in Statically Loaded Bearingings Internal Speeds and Motions Distribution of internal Loading in High Speed Bearing Deflection, Preloading, and Stiffness Statically Indeterminate Shaft - Bearing Systems Lubricant Films in Rolling Element - Raceway Contacts Friction in Fluid-Lubricated Rolling Element- RacewayContacts friction in Rolling Bearingings Rolling Bearing Temperatures Bearing
Abstract: Rolling Bearing Types and Applications Rolling Bearing Macrogeometry Interference Fitting and Clearance Bearing Loads and Speeds Ball and Roller Loads Contact Stress and Deformation Distribution of Internal Loading in Statically Loaded Bearings Internal Speeds and Motions Distribution of Internal Loading in High Speed Bearings Bearing Deflection, Preloading, and Stiffness Statically Indeterminate Shaft - Bearing Systems Lubricant Films in Rolling Element - Raceway Contacts Friction in Fluid-Lubricated Rolling Element - Raceway Contacts Friction in Rolling Bearings Rolling Bearing Temperatures Bearing Structural Materials Lubricants and Lubrication Techniques Fatigue Life: Lundberg Palmgren Theory and Rating Standards Bearing Endurance Testing and Element Testing Methods Statistical Methods to Analyze Endurance Permanent Deformation and Bearing Static Capacity Material Response to Rolling Contact Application Load and Life Factors Wear Vibration, Noise and Condition Monitoring Rotor Dynamics and Critical Speeds Investigation and Analysis of Bearing Failures Appendix Index.
2,054 citations
Book•
10 Aug 1998
TL;DR: In this article, the authors present Axial Deformation of Bars: Statically Indeterminate Systems, which is a generalization of Generalized Hooke's Law: Pressure Vessels.
Abstract: 1. Stress. 2. Strain. 3. Axial Deformation of Bars: Statically Determinate Systems. 4. Axial Deformation of Bars: Statically Indeterminate Systems. 5. Generalized Hooke's Law: Pressure Vessels. 6. Torsion. 7. Beam Statics. 8. Symmetric Beam Bending. 9. Unsymmetric (Skew) Beam Bending. 10. Shear Stresses in Beams. 11. Stress and Strain Transformation. 12. Yield and Fracture Criteria. 13. Elastic Stress Analysis. 14. Beam Deflections by Direct Integration. 15. Beam Deflections by the Moment-area Method. 16. Columns. 17. Energy and Virtual Work. 18. Classical Energy Methods. 19. Elastic Analysis of Systems. 20. Plastic Limit Analysis. Tables. Answers to Odd-numbered Problems. Index. Conversion Factors between U.S. Customary and SI Units.
493 citations
Book•
1 Jan 1986
TL;DR: In this paper, the authors present an analysis of the effect of different stress and strain transformations on different force systems, and apply the Equilibrium and Strain Displacement methods.
Abstract: Preface to second edition. Preface to first edition. Notation. 1. Statically Determinate Force Systems. 2. Statically Determinate Stress Systems. 3. Stress-Strain Relations. 4. Statically Indeterminate Stress Systems. 5. Torsion. 6. Bending Stress. 7. Bending: Slope and Deflection. 8. Statically Indeterminate Beams. 9. Energy Methods. 10. Buckling Instability. 11. Stress and Strain Transformations. 12. Yield Criteria and Stress Concentration. 13. Variation of Stress and Strain. 14. Application of the Equilibrium and Strain-Displacement. 15. Elementary Plasticity. 16. Thin Plates and Shells. 17. Finite Element Method. 18. Tension, Compression, Torsion and Hardness. 19. Fracture Mechanics. 20. Fatigue. 21. Creep and Viscoelasticity.
379 citations
Book•
15 Sep 2010
TL;DR: Time-dependent deformation background Creep of concrete Shrinkage of concrete Time-Analysis - The Basic Problem Material Properties Concrete Steep Reinforcement References Design for Serviceability - Deflection and Crack Control Introduction Design Objectives and Criteria Design Actions Design Criteria for Servicability Maximum Span-to-Depth Ration Minimum Thickness Deflection Control by Simplified Calculation Crack Control References Uncracked Sections - Axial Loading Preamble The Effective Modulus Method The Principle of Superposition - Step-by-Step Method The Age-Adjusted Effect Modulus method (
Abstract: Time-Dependent Deformation Background Creep of Concrete Shrinkage of Concrete Time-Analysis - The Basic Problem Material Properties Concrete Steep Reinforcement References Design for Serviceability - Deflection and Crack Control Introduction Design Objectives and Criteria Design Actions Design Criteria for Servicability Maximum Span-to-Depth Ration Minimum Thickness Deflection Control by Simplified Calculation Crack Control References Uncracked Sections - Axial Loading Preamble The Effective Modulus Method The Principle of Superposition - Step-by-Step Method The Age-Adjusted Effect Modulus Method (AEMM) The Rate of Creep Method (RCM) Comparison of Methods of Analysis Uncracked Sections - Axial Force and Uniaxial Bending Uncracked Sections - Axial Force and Biaxial Bending Introductory Remarks Overview of Cross-Sectional Analysis Short-Term Analysis of Reinforced or Prestressed Concrete Cross Sections Long-Term Analysis of Reinforced or Prestressed Concrete Cross Sections Using the Age Adjusted Effective Modulus Long-Term Analysis of Reinforced Prestressed Concrete Cross Section Using the Step-by-Step Procedure Composite Steel-Concrete Cross Sections References Cracked Sections Introductory Remarks Short-Term Analysis Time-Dependent Analysis (AEMM) Short- and Long-Term Analysis Using the Step-by-Step Method References Members and Structures Introductory Remarks Deflection of Statically Determinate Beams Statically Indeterminate Beams and Slabs Two-Way Slab Systems Slender Reinforced Concrete Columns Temperature Effects Concluding Remarks References Stiffness Method and Finite Element Modelling Introduction Overview of the Stiffness Method Member Loads Time Analysis Using AEMM Time Analysis Using SSM Time Analysis Using the Finite Element Method Analysis of Cracked Members References Appendix: Analytical Formulations - Euler-Bernoulli Beam Model
310 citations
Book•
1 Jun 1993
TL;DR: In this paper, the authors present a general procedure for the analysis of a force and couple system, which is based on the International System of Units (ISU) 1.5 Numerical Calculations 1.3 Units of Measurement 1.6 General Procedure for Analysis 2 Force Vectors Chapter Objectives 2.2 Vector Operations 2.3 Vector Addition of Forces 2.4 Coplanar Factorization 2.5 Moment of a Force about a Specified Axis 3.6 moment of a Couple 3.8 Force Vector Directed Along a Line 2
Abstract: Statics 1 General Principles Chapter Objectives 1.1 Mechanics 1.2 Fundamental Concepts 1.3 Units of Measurement 1.4 The International System of Units 1.5 Numerical Calculations 1.6 General Procedure for Analysis 2 Force Vectors Chapter Objectives 2.1 Scalars and Vectors 2.2 Vector Operations 2.3 Vector Addition of Forces 2.4 Addition of a System of Coplanar Forces 2.5 Cartesian Vectors 2.6 Addition of Cartesian Vectors 2.7 Position Vectors 2.8 Force Vector Directed Along a Line 2.9 Dot Product 3 Force System Resultants Chapter Objectives 3.1 Moment of a Force--Scalar Formulation 3.2 Cross Product 3.3 Moment of a Force--Vector Formulation 3.4 Principle of Moments 3.5 Moment of a Force about a Specified Axis 3.6 Moment of a Couple 3.7 Simplification of a Force and Couple System 3.8 Further Simplification of a Force and Couple System 4 Equilibrium of a Rigid Body Chapter Objectives 4.1 Conditions for Rigid-Body Equilibrium 4.2 Free-Body Diagrams 4.3 Equations of Equilibrium 4.4 Two- and Three-Force Members 4.5 Free-Body Diagrams 4.6 Equations of Equilibrium 4.7 Characteristics of Dry Friction 4.8 Problems Involving Dry Friction 4.9 Frictional Forces on Flat Belts 4.10 Frictional Forces on Screws 5 Structural Analysis Chapter Objectives 5.1 Simple Trusses 5.2 The Method of Joints 5.3 Zero-Force Members 5.4 The Method of Sections 5.5 Frames and Machines 6 Center of Gravity, Centroid and Moment of Inertia Chapter Objectives 6.1 Center of Gravity , Center of Mass, and the Centroid of a Body 6.2 Composite Bodies 6.3 Resultant of a Distributed Loading 6.4 Moments of Inertia for Areas 6.5 Parallel-Axis Theorem for an Area 6.6 Moments of Inertia for Composite Areas Mechanics of Materials 7 Stress and Strain Chapter Objectives 7.1 Introduction 7.2 Internal Resultant Loadings 7.3 Stress 7.4 Average Normal Stress in an Axially Loaded Bar 7.5 Average Shear Stress 7.6 Allowable Stress 7.7 Design of Simple Connections 7.8 Deformation 7.9 Strain 8 Mechanical Properties of Materials Chapter Objectives 8.1 The Tension and Compression Test 8.2 The Stress-Strain Diagram 8.3 Stress-Strain Behavior of Ductile and Brittle Materials 8.4 Hooke's Law 8.5 Strain Energy 8.6 Poisson's Ratio 8.7 The Shear Stress-Strain Diagram 9 Axial Load Chapter Objectives 9.1 Saint-Venant's Principle 9.2 Elastic Deformation of an Axially Loaded Member 9.3 Principle of Superposition 9.4 Statically Indeterminate Axially Loaded Member 9.5 The Force Method of Analysis for Axially Loaded Members 9.6 Thermal Stress 9.7 Stress Concentrations 10 Torsion Chapter Objectives 10.1 Torsional Deformation of a Circular Shaft 10.2 The Torsion Formula 10.3 Power Transmission 10.4 Angle of Twist 10.5 Statically Indeterminate Torque-Loaded Members 10.6 Solid Noncircular Shafts 10.7 Stress Concentration 11 Bending Chapter Objectives 11.1 Shear and Moment Diagrams 11.2 Graphical Method for Constructing Shear and Moment Diagrams 11.3 Bending Deformation of a Straight Member 11.4 The Flexure Formula 11.5 Unsymmetric Bending 11.6 Stress Concentrations 12 Transverse Shear Chapter Objectives 12.1 Shear in Straight Members 12.2 The Shear Formula 12.3 Shear Flow in Built-Up Members 13 Combined Loadings Chapter Objectives 13.1 Thin-Walled Pressure Vessels 13.2 State of Stress Caused by Combined Loadings 14 Stress and Strain Transformation Chapter Objectives 14.1 Plane-Stress Transformation 14.2 General Equations of Plane-Stress Transformation 14.3 Principal Stresses and Maximum In-Plane Shear Stress 14.4 Mohr's Circle--Plane Stress 14.5 Absolute Maximum Shear Stress 14.6 Plane Strain 14.7 General Equations of Plane-Strain Transformation 14.8 Mohr's Circle--Plane Strain 14.9 Strain Rosettes 14.10 Material-Property Relationships 15 Design of Beams and Shafts Chapter Objectives 15.1 Basis for Beam Design 15.2 Prismatic Beam Design 15.3 Fully Stressed Beams 16 Deflection of Beams and Shafts Chapter Objectives 16.1 The Elastic Curve 16.2 Slope and Displacement by Integration 16.3 Discontinuity Functions 16.4 Method of Superposition 16.5 Statically Indeterminate Beams and Shafts-Method of Superposition 17 Buckling of Columns Chapter Objectives 17.1 Critical Load 17.2 Ideal Column with Pin Supports 17.3 Columns Having Various Types of Supports 17.4 The Secant Formula 17.5 Inelastic Buckling Appendices A. Mathematical Review and Expressions B. Geometric Properties of An Area and Volume C. Geometric Properties of Wide-Flange Sections D. Slopes and Deflections of Beams Fundamental Problems Partial Solutions and Answers Answers to Selected Problems Index
287 citations
Related Topics (5)
Performance Metrics
| Year | Papers |
|---|---|
| 2025 | 13 |
| 2024 | 26 |
| 2023 | 43 |
| 2022 | 60 |
| 2021 | 30 |
| 2020 | 25 |