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El. knyga: Strength of Materials

  • Formatas: 300 pages
  • Išleidimo metai: 01-Jun-2022
  • Leidėjas: CRC Press
  • Kalba: eng
  • ISBN-13: 9781000603859
Kitos knygos pagal šią temą:
Strength of MaterialsDidesnis paveikslėlis
  • Formatas: 300 pages
  • Išleidimo metai: 01-Jun-2022
  • Leidėjas: CRC Press
  • Kalba: eng
  • ISBN-13: 9781000603859
Kitos knygos pagal šią temą:

DRM apribojimai

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This book follows a simple approach, and introduces analytical procedures to analyze various structural members subjected to different types of loading.

Note: T& F does not sell or distribute the Hardback in India, Pakistan, Nepal, Bhutan, Bangladesh and Sri Lanka.



This book follows a simple approach, and introduces analytical procedures to analyze various structural members subjected to different types of loading with step-by-step problem-solving procedure is discussed.
The book covers some advanced topics like curved beams, shear center, unit load method. Aa exclusive chapter on "Solving through ANSYS" covers the approach and usage of ANSYS software.

Note: T& F does not sell or distribute the Hardback in India, Pakistan, Nepal, Bhutan, Bangladesh and Sri Lanka.

Preface v
Chapter 1 Simple Stresses and Strains
1.1 Introduction
1(1)
1.2 Normal Stress and Strain
2(2)
1.3 Shear Stress and Shear Strain
4(2)
1.4 Poisson's Ratio
6(1)
1.5 Stress Strain Diagrams
7(3)
1.6 Hooke's Law
10(1)
1.7 Volumetric Strain (Dilation)
11(1)
1.8 Statically Indeterminate Structures
12(1)
1.9 Thermal Stresses
13(1)
Chapter 2 Torsion
2.1 Introduction
14(1)
2.2 Torsion of Circular Bars
15(3)
2.3 Power Transmitted by Shaft
18(1)
2.4 Concept of Pure Shear and Complementary Shear
19(1)
2.5 Relation between Elastic Constants E and G
20(2)
2.6 Statically indeterminate Torsional Members
22(1)
Chapter 3 Principal Stresses
3.1 Introduction
23(2)
3.2 Stresses on an Inclined Plane
25(4)
3.3 Principal Stresses
29(3)
3.4 Maximum Shear Stress
32(3)
3.5 Mohr's Circle
35(3)
Chapter 4 Shear Force and Bending Moment
4.1 Introduction
38(1)
4.2 Definitions
38(1)
4.3 Types of Beams
39(2)
4.4 Shear Force and Bending Moment
41(1)
4.5 Sign conventions
41(1)
4.6 Shear Force and Bending Moment Diagrams
42(9)
4.7 Relations between Load, Shear Force and Bending Moment
51(2)
Chapter 5 Bending Stresses in Beams
5.1 Introduction
53(1)
5.2 Bending Stress
54(2)
5.3 Flexure Formula
56(2)
5.4 Composite Beams
58(3)
Chapter 6 Shearing Stresses in Beams
6.1 Introduction
61(1)
6.2 The Shear Stress Distribution
61(3)
6.3 Shear Stress Distribution in a Rectangular Cross Section
64(1)
6.4 Shear Stress Distribution in a Circular Cross Section
65(2)
6.5 Shear Stress Distribution in a Triangular Cross Section
67(2)
6.6 Shear Stress Distribution in a Symmetrical I Cross Section
69(5)
Chapter 7 Deflection in Beams
7.1 Introduction
74(1)
7.2 Differential Equation for Deflection of Beams
74(3)
7.3 Moment Area Method
77(2)
7.4 Macaulay's Method
79(1)
7.5 Cantilever Beam subjected to different Loading Conditions
79(24)
7.6 Simply supported Beam subjected to different Loads
103(17)
Chapter 8 Statically Indeterminate Beams
8.1 Introduction
120(2)
8.2 Analysis by the Differential Equations of Deflection Curve
122(1)
8.3 Analysis by Moment Area Method
122(1)
8.4 Propped cantilever beam subjected to different loading conditions
123(10)
8.5 Fixed Beam Subjected to Different Loading Conditions
133(15)
8.6 A Fixed Beam with Sinking/Yielding Support
148(1)
8.7 Continuous Beam
149(4)
Chapter 9 Pressure Vessels
9.1 Introduction
153(1)
9.2 Thin spherical Pressure Vessel
153(2)
9.3 Thin cylindrical Pressure Vessel
155(2)
9.4 Thick Cylinders
157(1)
9.5 Lame's equation for Hoop & Circumferential Stresses
158(3)
9.6 Longitudinal stresses and Maximum Shear Stress
161(1)
9.7 Radial Strain
162(1)
9.8 Compound Cylinder
162(3)
9.9 Necessary difference of Radii for Shrinkage (Shrinkage Allowance)
165(1)
Chapter 10 Columns and Struts
10.1 Introduction
166(1)
10.2 Buckling
166(1)
10.3 Stability
167(1)
10.4 Slenderness Ratio
168(1)
10.5 Euler's Crippling of Columns for Different End Conditions
168(9)
10.5.1 Euler's Crippling Load for Pinned - Pinned End Condition
169(1)
10.5.2 Euler's Crippling Load for Fixed - Fixed End Condition
170(2)
10.5.3 Euler's Crippling Load for Fixed - Free End Condition
172(2)
10.5.4 Euler's Crippling Load for Fixed - Pinned End Condition
174(3)
10.7 Rankine's Formula
177(1)
10.8 Columns with Eccentric Loading (Secant Formula)
178(3)
Chapter 11 Curved Beams
11.1 Introduction
181(1)
11.2 Winkler - Bach Formula for Curved Beams
181(5)
11.3 Position of Neutral Axis
186(1)
11.4 Value of H2
187(1)
11.5 Values of H2 for Different Cross Sections
187(8)
11.5.1 Rectangular Cross Section
187(1)
11.5.2 Circular Cross Section
188(2)
11.5.3 Triangular Cross Section
190(2)
11.5.4 Trapezium Cross Section
192(1)
11.5.5 Uh Equal leg I Section
193(2)
Chapter 12 Centrifugal Stresses
12.1 Introduction
195(1)
12.2 Rotating Ring
195(2)
12.3 Rotating Disc
197(7)
12.4 Disc of Uniform Strength
204(2)
12.5 Rotating Cylinder
206(5)
Chapter 13 Shear Center
13.1 Introduction
211(1)
13.2 Shear Center
211(1)
13.3 Locating the Shear Center for Channel Section
212(1)
13.4 Locating the Shear Center for unequal leg I Cross Section
213(3)
13.5 Locating the Shear Center for a Thin Walled Semi Circular Cross Section
216(2)
Chapter 14 Unit Load Method
14.1 Introduction
218(1)
14.2 Unit Load Method
218(1)
14.3 Procedure to be followed for Unit Load method for Determining the Deflections
219(1)
Chapter 15 Strain Energy Methods
15.1 Introduction
220(1)
15.2 Strain Energy
220(1)
15.3 Castigliano's Theorem
221(2)
Chapter 16 Solving through ANSYS
16.1 Introduction
223(1)
16.2 Approaches in ANSYS Software
223(1)
16.2.1 Preprocessor
224(1)
16.2.2 Solution Processor
224(1)
16.2.3 Postprocessor
224(1)
16.3 Modes of Operation in ANSYS
224(1)
16.4 Description of ANSYS Menus and Windows
225(1)
16.5 ANSYS Help System
226(1)
16.6 Units h ANSYS
226(1)
16.7 ANSYS Preprocessor
227(5)
16.7.1 Title
227(1)
16.7.2 Elements
227(1)
16.7.3 Real Constants
228(1)
16.7.4 Material Properties
228(1)
16.7.5 Modeling
228(1)
16.7.6 Booleans
229(2)
16.7.7 Meshing
231(1)
16.7.8 Boundary Conditions
231(1)
16.8 Solution
232(1)
16.9 General Post Processor
232(1)
16.10 Solved Problems through ANSYS
232
B. Raghu Kumar, Prasad V. Potluri Siddhartha Institute of Technology, Andhra Pradesh, India
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