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Structural Mechanics of Buried Pipes [Kõva köide]

(Utah State University, Logan, Utah, USA), (Utah State University, Logan, Utah, USA)
  • Formaat: Hardback, 458 pages, kõrgus x laius: 276x219 mm, kaal: 940 g, 11 Tables, black and white
  • Ilmumisaeg: 06-Dec-1999
  • Kirjastus: CRC Press Inc
  • ISBN-10: 0849323959
  • ISBN-13: 9780849323959
  • Formaat: Hardback, 458 pages, kõrgus x laius: 276x219 mm, kaal: 940 g, 11 Tables, black and white
  • Ilmumisaeg: 06-Dec-1999
  • Kirjastus: CRC Press Inc
  • ISBN-10: 0849323959
  • ISBN-13: 9780849323959
Buried pipes are a highly efficient method of transport. In fact, only open channels are less costly to construct. However, the structural mechanics of buried pipes can be complicated, and imprecisions in the properties of the soil envelope are usually too great to justify lengthy, complicated analyses. Designers and engineers need principles and methods that simplify analysis and maximize their knowledge of the pipe's performance and performance limits. Structural Mechanics of Buried Pipes minimizes complicated theories, breaks through the imprecisions in the properties of soil, and presents principles that simplify analysis and lead to designs of higher performance and safety. With knowledge built on experience, experimentation, and sound principles, the authors guide readers through the design and analysis processes. They use examples based on actual buried structures and analyze a variety of pipe-soil interaction problems. Sound principles, plentiful examples, and a straightforward presentation provide an outstanding framework for hands-on application and an ideal self-study guide.
Introduction
1(12)
Preliminary Ring Design
13(8)
Ring Deformations
21(8)
Soil Mechanics
29(18)
Pipe Mechanics
47(10)
Ring Stresses
57(12)
Ring Deflection
69(8)
Ring Stiffness
77(6)
Non-circular Cross Sections
83(10)
Ring Stability
93(18)
Encased Flexible Pipes
111(18)
Rigid Pipes
129(10)
Minimum Soil Cover
139(16)
Longitudinal Mechanics
155(18)
Thrust Restraints
173(18)
Embedment
191(14)
Parallel Pipes and Trenches
205(10)
Special Sections
215(24)
Stress Analysis
239(30)
Plastic Pipes
269(14)
External Hydrostatics
283(12)
Buried Tanks and Silos
295(16)
Leaks in Buried Pipes and Tanks
311(6)
Long-Span Structures
317(14)
Economics of Buried Tanks
331(6)
Non-circular Linings and Coatings
337(24)
Risers
361(14)
Analysis of Buried Structures by the Finite Element Method
375(12)
Application of Finite Element Analysis to a Buried Pipe
387(16)
Economics of Buried Pipes and Tanks
403(8)
Appendices 411(28)
Appendix A: Castigliano's Theorem
413(6)
Appendix B: Reconciliation of Formulas for Predicting Ring Deflection
419(6)
Appendix C: Similitude
425(1)
Appendix D: Historical Sketch
425(8)
Appendix E: Stress Analysis
433(4)
Appendix F: Strain Energy Analysis
437(2)
Index 439


Reynold King Watkins, Loren Runar Anderson both Utah State University, Logan, Utah, USA.