Beam Theory for Subsea Pipelines Analysis and Practical Applications 1st Edition BY Alexander N. Papusha – Ebook PDF Instant Download/Delivery: 1119117568, 978-1119117568
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Product details:
ISBN 10: 1119117568
ISBN 13: 978-1119117568
Author: Alexander N. Papusha
Beam Theory for Subsea Pipelines Analysis and Practical Applications 1st Table of contents:
PART I: CLASSICAL BEAM THEORY: PROBLEMSET AND TRADITIONAL METHOD OF SOLUTION
- Euler’s Beam Approach: Linear Theory of Beam Bending
- Objective to Part I
- Scope for Part I
- Theory of Euler’s Beam: How to Utilize General Beam Theory for Solving Problems
- Short History of Beam Theory
- General Euler – Bernoulli Method: Traditional Approach
- Loading Considerations (from Wikipedia)
- Symbolic Solutions
PART II: STATICALLY INDETERMINATE BEAMS: CLASSICAL APPROACH
- Beam in Classical Evaluations
- Fixed Both Edges Beam
- Problem Set and Traditional Method of Solution: Unknown Reactions
- The Equations of Beam Equilibrium
- Differential Equation of Beam Bending
- Boundary Conditions for a Beam
- Solution for Forces and Moments
- Visualizations of Solutions
- Well-Known Results from “Black Box” Program
- Fixed Beam with a Leg in the Middle Part
- Problem Set
- Static Equations
- Differential Equations for Deflections of the Spans
- Transmission and Boundary Conditions
- Reactions
- Visualizations of the Symbolic Solutions
- Fixed Both Edges Beam
PART III: NEW METHOD OF SYMBOLIC EVALUATIONS IN THE BEAM THEORY
- New Method for Solving Beam Static Equations
- Objective
- Problem Set
- Boundary Conditions
- New Practical Application for Classical Beam Theory: Uniform Load
- Elementary Problems: Rectangular Load Distributions. Hinge and Roller Supporters of Beam
- Statically Indeterminate Beams
- Objective
- Problem: Rectangular Load Distribution
- Problem: Pointed Force
- Problem: Moment at the Point
- Problem Set: Beam with Hinge at the Edge
- Problem Set: Beam with Weak Stiffness at Edge
- Statically Indeterminate Beams with a Leg
- Problem: Two Spans
- Exercises
- Cantilever Beam: Point Force at the Free Edge
- Simple Cantilever Beam
- Point Force in the Middle Part of the Beam
- Point Force in the Middle Part of the Beam: Hinge and Roller
- Simple Beam: Mechanical Problem Set
- Point Force in the Middle Part of the Beam: Three-Point Bending
- Exercise
- Moment at the Edge of Beam
- Fixed Beam with the Hinge at the Edge of the Beam
- Multispan Beam
- Symbolic Evaluation for Multispan Beam
- Example of Strength of Multispan Beam: Symbolic Solutions
- Numerical Solutions for a Peak Like Force
- Numerical and Symbolic Solutions for Multispan Beam
- Fixed Edges of Multispan Beam
PART IV: BEAMS ON AN ELASTIC BED: APPLICATION OF THE NEW METHOD
- Beam Installed at the Elastic Foundation: Rectangular Load. Symbolic Evaluations
- Beam at Elastic Bed: Problem Set
- Finite Size Beam at the Winkler Bed: Fixed Edges
PART V: APPLICATIONS FOR SUBSEA PIPELINES: COMPUTATIONAL EVALUATIONS
- Fixed Beam on Elastic Bed: Symbolic Solutions for Point Force
- Boundary Problem: Uncertain Constants Method
- Symbolic Solution: Steel Pipeline at Seabed
- Fixed Pipeline on Elastic Seabed in Arctic: Iceberg’s Dragging Load. Numeric Solutions
- Problem Set: Iceberg Load
- Free Beam on Elastic Bed: Narrow Rectangular Load
- Free Pipeline on Elastic Bed: Combined Loads
PART VI: INSTALLATION OF THE SUBSEA PIPELINE AT SHALLOW WATER: INSTALLATION MODE IN ARCTIC REGION
- Linear Quadratic Control
- Objective
- Subsea Pipeline on Elastic Seabed in Arctic Region: Impact of Iceberg Dragging Force
- Strength and Stability of the Subsea Pipeline
- Subsea Pipeline in Current: Subsea Current Dragging Force. Strength and Stability
PART VII: SUBSEA PIPELINES IN ARCTIC REGION: PERSPECTIVE AND PROJECTS
- Subsea Pipeline: Installation and Operation Stages
- Linear Theory of Bending of Pipeline
- French Method of Installation with Lay Barge: Multi-Layers Pipe
- Theory of Bending of Multilayers Pipe: Timoshenko’s Beam Approximation
- Subsea Pipeline Installation by S-method
- Equilibrium of the Sagging Part of Subsea Pipeline
- Symbolic Solutions of the Bending Shape of Subsea Pipeline
- Bending Shape and Strength of Subsea Pipeline. Case 1
- Numeric Solution for French Installation Project. Case 2
- Numeric Solution for French Lay Barge Project. Case 3
PART VIII: IMPACT OF ICEBERG ON SUBSEA PIPELINE: INSTALLATION MODE
- Historical View: Arctic Regions
- Norway, Barents Sea
- Russia: Prirazlomnoye (Offshore)
- Subsea Pipeline in Arctic Region
- Problem Set
- Design Properties
- Iceberg Load
- Mechanical Model. Symbolic Solutions
- Strength of the Pipeline Under Impact of Iceberg. Numeric Solutions
- Problem Set
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