Beam theory for subsea pipelines : analysis and practical applications /

• Κύριος συγγραφέας: Papusha, Alexander N. (Συγγραφέας)
• Μορφή: Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Hoboken, New Jersey : Wiley, [2015]
• Θέματα: Underwater pipelines > Design and construction.; Structural analysis (Engineering); TECHNOLOGY & ENGINEERING / Mechanical; Ocean engineering.; Structural control (Engineering).; Underwater pipelines.; Electronic books.

Πίνακας περιεχομένων:

• Cover; Title Page; Copyright Page; Dedication; Contents; List of Figures; Abstract; Preface; List of Symbols; Acronyms; PART I CLASSICAL BEAM THEORY: PROBLEMSET AND TRADITIONAL METHOD OF SOLUTION; 1 Euler's beam approach: Linear theory of Beam Bending; 1.1 Objective to the part I; 1.2 Scope for part I; 1.3 Theory of Euler's beam: How to utilize general beam theory for solving the problems in question?; 1.3.1 Short history of beam theory; 1.3.2 General Euler
• Bernoulli method: Traditional approach; 1.3.3 Loading considerations (from Wikipedia). Symbolic solutions
• PART II STATICALLY INDETERMINATE BEAMS: CLASSICAL APPROACH2 Beam in classical evaluations; 2.1 Fixed both edges beam; 2.1.1 Problem set and traditional method of solution: Unknown reactions; 2.1.2 The equations of beam equilibrium; 2.1.3 Differential equation of beam bending; 2.1.4 The boundary conditions for a beam; 2.1.5 The solution for forces and moments; 2.1.6 Visualizations of solutions; 2.1.7 Well-known results from "black box" program; 2.2 Fixed beam with a leg in the middle part; 2.2.1 Problem set; 2.2.2 Static equations; 2.2.3 Differential equations for the deflections of the spans
• 2.2.4 Transmission and boundary conditions2.2.5 Reactions; 2.2.6 Visualizations of the symbolic solutions; PART III NEW METHOD OF SYMBOLIC EVALUATIONS IN THE BEAMTHEORY; 3 New method for solving beam static equations; 3.1 Objective; 3.2 Problem set; 3.3 Boundary conditions; 3.4 New practical application for Classical Beam Theory: Uniform load; 3.4.1 Elementary Problems: Rectangular Load Distributions. Hinge and roller supporters of beam; 3.5 Statically indeterminate beams; 3.5.1 Objective; 3.5.2 Problem b): Rectangular load distribution; 3.5.3 Problem c): Pointed force
• 3.5.4 Problem d): Moment at the point3.5.5 Problem set: Beam with hinge at the edge; 3.5.6 Problem set: Beam with weak stiffness at edge; 3.6 Statically indeterminate beams with a leg; 3.6.1 Problem bb): Two spans; 3.6.2 Exercises; 3.7 Cantilever Beam: Point Force at the Free Edge; 3.7.1 Simple cantilever beam; 3.7.2 Cantilever Beam: Point Force in the middle part of the beam; 3.8 Point Force in the middle part of the beam: Hinge and Roller; 3.8.1 Simple beam: Mechanical Problem Set; 3.8.2 Point Force in the middle part of the beam: Three-point bending; 3.8.3 Exercise
• 3.8.4 Moment at the edge of beam3.8.5 Fixed beam with the Hinge at the edge of the beam; 3.9 Multispan beam; 3.9.1 Symbolic evaluation for multispan beam; 3.9.2 Example of strength of multispan beam: Symbolic solutions; 3.9.3 Numerical solutions for a peak like force; 3.9.4 Numerical and symbolic solutions formultispan beam; 3.9.5 Fixed edges of multispan beam; PART IV BEAMS ON AN ELASTIC BED: APPLICATION OF THE NEWMETHOD; 4 Beam installed at the elastic foundation: Rectangular load. Symbolic Evaluations; 4.1 Beam at elastic bed: Problem set