Preface |
|
xxi | |
Acknowledgments |
|
xxiii | |
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1 | (16) |
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1 | (1) |
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2 | (1) |
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Sign Conventions and Consistent Units |
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|
2 | (1) |
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|
2 | (1) |
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Typical Design Loads and Stresses |
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|
2 | (15) |
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|
3 | (14) |
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Geometric Properties of Plane Areas |
|
|
17 | (72) |
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17 | (1) |
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|
18 | (1) |
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|
19 | (2) |
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|
20 | (1) |
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|
21 | (1) |
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Principal Moments of Inertia |
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|
22 | (2) |
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Mohr's Circle for Moments of Inertia |
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|
24 | (4) |
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First Moment of Areas Associated with Shear Stresses in Beams |
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28 | (1) |
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29 | (2) |
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31 | (5) |
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31 | (5) |
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36 | (2) |
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|
36 | (1) |
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|
37 | (1) |
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|
37 | (1) |
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Warping Constant (Sectorial Moment of Inertia) |
|
|
37 | (1) |
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Shear Center for Thin-Walled Cross Sections |
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|
38 | (3) |
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|
39 | (2) |
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Modulus-Weighted Properties for Composite Sections |
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|
41 | (48) |
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|
44 | (1) |
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45 | (44) |
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89 | (60) |
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|
90 | (1) |
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Definitions and Types of Stress |
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|
91 | (1) |
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Stress Component Analysis |
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|
92 | (16) |
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|
92 | (1) |
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|
93 | (1) |
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|
93 | (1) |
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Variation of Normal and Shear Stress in Tension |
|
|
94 | (1) |
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Stress at an Arbitrary Orientation for the Two-Dimensional Case |
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|
95 | (2) |
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Principal Stresses and Maximum Shear Stress for the Two-Dimensional Case |
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|
97 | (3) |
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Mohr's Circle for a Two-Dimensional State of Stress |
|
|
100 | (1) |
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Construction of Mohr's Circle |
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100 | (1) |
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101 | (1) |
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Stress Acting on an Arbitrary Plane in Three-Dimensional Systems |
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|
102 | (1) |
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Normal and Shear Stress on an Oblique Plane |
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|
102 | (1) |
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Maximum Shear Stress in Three-Dimensional Systems |
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|
103 | (1) |
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Mohr's Circle for Three Dimensions |
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|
104 | (2) |
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|
106 | (1) |
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|
107 | (1) |
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Relationship between Stress and Internal Forces |
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|
108 | (1) |
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109 | (1) |
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Differential Equations of Equilibrium |
|
|
109 | (1) |
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|
109 | (1) |
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109 | (1) |
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|
110 | (2) |
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Relationship between Strain and Displacement |
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112 | (1) |
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112 | (1) |
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Elastic Stress-Strain Relations |
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113 | (1) |
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|
113 | (1) |
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113 | (1) |
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Stress and Strain in Simple Configurations |
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|
114 | (12) |
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Direct Axial Loading (Extension and Compression) |
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114 | (2) |
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Direct Shear in Connections |
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116 | (1) |
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|
116 | (4) |
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Normal and Shear Stress of Beams |
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120 | (2) |
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Deflection of Simple Beams |
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122 | (2) |
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Stress in Pressure Vessels |
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124 | (2) |
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126 | (3) |
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129 | (5) |
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129 | (2) |
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131 | (3) |
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134 | (5) |
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134 | (4) |
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138 | (1) |
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Application of Failure Theories |
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139 | (10) |
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141 | (2) |
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143 | (6) |
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Mechanical Properties and Testing of Engineering Materials |
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|
149 | (86) |
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|
151 | (1) |
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Material Laws: Stress-Strain Relations |
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152 | (2) |
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154 | (5) |
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159 | (3) |
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|
159 | (1) |
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Drop-Weight Test for the Nil-Ductility Temperature |
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160 | (2) |
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162 | (1) |
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162 | (3) |
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163 | (1) |
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163 | (1) |
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|
163 | (1) |
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|
164 | (1) |
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165 | (4) |
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|
167 | (2) |
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Simultaneous Creep and Fatigue |
|
|
169 | (1) |
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|
169 | (8) |
|
Steel Classification and Specifications |
|
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172 | (1) |
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|
173 | (1) |
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174 | (1) |
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175 | (1) |
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176 | (1) |
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High-Strength, Low-Alloy Steels |
|
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177 | (1) |
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177 | (1) |
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177 | (1) |
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177 | (1) |
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178 | (1) |
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178 | (1) |
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178 | (1) |
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179 | (1) |
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|
180 | (1) |
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181 | (2) |
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|
181 | (1) |
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|
182 | (1) |
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Factors That Influence Properties |
|
|
183 | (1) |
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183 | (1) |
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184 | (1) |
|
Microelectromechanical Systems (MEMS) |
|
|
184 | (1) |
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|
185 | (50) |
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|
189 | (2) |
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191 | (44) |
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Experimental Stress Analysis |
|
|
235 | (20) |
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|
235 | (1) |
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|
236 | (1) |
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Electrical Resistance Strain Gage |
|
|
237 | (7) |
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244 | (1) |
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|
245 | (10) |
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|
245 | (2) |
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|
247 | (8) |
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|
255 | (52) |
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|
255 | (1) |
|
Stress Concentration Factors |
|
|
256 | (3) |
|
Effective Stress Concentration Factors |
|
|
259 | (6) |
|
|
261 | (4) |
|
Designing to Minimize Stress Concentration |
|
|
265 | (42) |
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|
271 | (2) |
|
|
273 | (34) |
|
Fracture Mechanics and Fatigue |
|
|
307 | (62) |
|
|
308 | (1) |
|
Linear Elastic Fracture Mechanics and Applications |
|
|
309 | (17) |
|
General Design by Linear Elastic Fracture Mechanics |
|
|
315 | (11) |
|
Energy Analysis of Fracture |
|
|
326 | (1) |
|
|
327 | (2) |
|
|
329 | (1) |
|
Traditional S-N Curve Approach to Fatigue |
|
|
330 | (10) |
|
|
331 | (1) |
|
|
331 | (3) |
|
Load with Varying Amplitude |
|
|
334 | (2) |
|
Effects of Load, Size, Surface, and Environment |
|
|
336 | (2) |
|
Stress Concentration with a Nonzero Mean Load |
|
|
338 | (2) |
|
Fracture Mechanics Approach to Fatigue |
|
|
340 | (4) |
|
|
344 | (25) |
|
|
345 | (4) |
|
|
349 | (20) |
|
|
369 | (44) |
|
|
369 | (2) |
|
Riveted and Bolted Joints |
|
|
371 | (8) |
|
Joint Failure Mode under Shear Loading |
|
|
373 | (4) |
|
|
377 | (1) |
|
Bolted Joints in Machine Design |
|
|
377 | (2) |
|
Load Analysis of Fastener Groups |
|
|
379 | (3) |
|
Design of Riveted and Bolted Connections |
|
|
382 | (8) |
|
Welded Joints and Connections |
|
|
390 | (23) |
|
Types of Welded Joints and Typical Drawing Symbols |
|
|
390 | (2) |
|
Analysis of Welded Joints |
|
|
392 | (3) |
|
|
395 | (2) |
|
|
397 | (16) |
|
|
413 | (38) |
|
|
414 | (1) |
|
Hertzian Contact Stresses |
|
|
415 | (17) |
|
Two Bodies in Point Contact |
|
|
415 | (14) |
|
Two Bodies in Line Contact |
|
|
429 | (1) |
|
Contact Stress with Friction |
|
|
430 | (2) |
|
|
432 | (1) |
|
|
432 | (1) |
|
Non-Hertzian Contact Stress |
|
|
432 | (1) |
|
Nanotechnology: Scanning Probe Microscopy |
|
|
433 | (18) |
|
|
433 | (1) |
|
|
434 | (1) |
|
Derjaguin-Muller-Toporov Theory (DMT) |
|
|
434 | (1) |
|
Johnson-Kendall-Roberts Theory (JKR) |
|
|
434 | (1) |
|
|
434 | (1) |
|
|
434 | (3) |
|
|
437 | (14) |
|
|
451 | (68) |
|
|
452 | (1) |
|
Classification and Source of Dynamic Loadings |
|
|
453 | (1) |
|
|
453 | (12) |
|
|
453 | (1) |
|
|
454 | (2) |
|
Single-Degree-of-Freedom System |
|
|
456 | (8) |
|
|
464 | (1) |
|
|
465 | (6) |
|
|
467 | (4) |
|
|
471 | (1) |
|
|
471 | (1) |
|
|
472 | (2) |
|
Energy-Absorbing Characteristics of Structures |
|
|
474 | (5) |
|
Dynamic Behavior of Materials |
|
|
479 | (2) |
|
Increasing the Dynamic Strength of Structures and Minimizing Dynamic Effects |
|
|
481 | (38) |
|
|
481 | (1) |
|
|
481 | (1) |
|
|
481 | (1) |
|
|
482 | (1) |
|
|
483 | (36) |
|
|
519 | (100) |
|
|
520 | (1) |
|
|
521 | (1) |
|
|
522 | (1) |
|
|
522 | (1) |
|
|
523 | (1) |
|
|
523 | (5) |
|
|
524 | (2) |
|
Formulas for Beams with Arbitrary Loading |
|
|
526 | (2) |
|
Beams with Axial Forces on Elastic Foundations |
|
|
528 | (3) |
|
|
531 | (1) |
|
Buckling Loads and Columns |
|
|
531 | (4) |
|
|
534 | (1) |
|
Short Bars with Eccentric Loading |
|
|
535 | (1) |
|
Natural Frequencies and Mode Shapes |
|
|
535 | (1) |
|
|
536 | (3) |
|
|
536 | (3) |
|
Stiffness and Mass Matrices |
|
|
539 | (80) |
|
|
539 | (3) |
|
Geometric Stiffness Matrix |
|
|
542 | (1) |
|
|
542 | (1) |
|
|
542 | (2) |
|
|
544 | (75) |
|
Torsion and Extension of Bars |
|
|
619 | (42) |
|
|
619 | (2) |
|
|
620 | (1) |
|
|
621 | (1) |
|
|
621 | (1) |
|
|
622 | (3) |
|
|
622 | (1) |
|
Hollow Thin-Walled Cross Sections |
|
|
622 | (2) |
|
Thin-Walled Open Sections |
|
|
624 | (1) |
|
|
624 | (1) |
|
|
625 | (1) |
|
|
625 | (1) |
|
|
625 | (1) |
|
|
626 | (1) |
|
|
626 | (1) |
|
|
626 | (1) |
|
|
627 | (34) |
|
|
631 | (2) |
|
|
633 | (28) |
|
|
661 | (72) |
|
|
662 | (1) |
|
|
662 | (1) |
|
|
663 | (4) |
|
|
663 | (3) |
|
|
666 | (1) |
|
|
666 | (1) |
|
|
666 | (1) |
|
|
667 | (5) |
|
|
668 | (2) |
|
|
670 | (1) |
|
|
671 | (1) |
|
|
672 | (1) |
|
|
672 | (61) |
|
|
673 | (1) |
|
Stiffness and Mass Matrices |
|
|
673 | (1) |
|
|
673 | (1) |
|
|
674 | (1) |
|
|
675 | (58) |
|
Torsion of Thin-Walled Beams |
|
|
733 | (30) |
|
|
733 | (2) |
|
Sign Convention and Definitions |
|
|
735 | (1) |
|
|
736 | (2) |
|
|
736 | (1) |
|
|
737 | (1) |
|
Twisting of Thin-Walled Beams |
|
|
738 | (3) |
|
Formulas for Beams with Arbitrary Loading |
|
|
738 | (3) |
|
|
741 | (1) |
|
|
741 | (1) |
|
|
742 | (21) |
|
|
745 | (2) |
|
|
747 | (16) |
|
Cross-Sectional Stresses: Combined Stresses |
|
|
763 | (38) |
|
|
764 | (1) |
|
|
764 | (1) |
|
|
765 | (12) |
|
|
766 | (1) |
|
Piecewise Integration Method |
|
|
767 | (10) |
|
|
777 | (5) |
|
|
777 | (5) |
|
|
782 | (6) |
|
|
783 | (5) |
|
Combined Normal and Shear Stresses |
|
|
788 | (6) |
|
|
791 | (2) |
|
|
793 | (1) |
|
|
794 | (7) |
|
|
795 | (2) |
|
|
797 | (4) |
|
|
801 | (90) |
|
|
802 | (2) |
|
|
802 | (1) |
|
In-Plane Stress and Deformation |
|
|
802 | (1) |
|
Out-of-Plane Stress and Deformation |
|
|
803 | (1) |
|
In-Plane Stress and Deformation |
|
|
804 | (14) |
|
|
804 | (1) |
|
|
805 | (12) |
|
|
817 | (1) |
|
|
817 | (1) |
|
|
818 | (1) |
|
Out-of-Plane Stress and Deformation |
|
|
818 | (1) |
|
|
818 | (1) |
|
|
818 | (1) |
|
|
818 | (1) |
|
|
819 | (1) |
|
|
819 | (1) |
|
|
819 | (72) |
|
|
820 | (2) |
|
|
822 | (1) |
|
|
823 | (68) |
|
|
891 | (86) |
|
|
892 | (2) |
|
|
894 | (1) |
|
|
894 | (26) |
|
Whirling of a Single-Mass Rotor |
|
|
894 | (5) |
|
Single-Mass Rotor on Elastic Supports |
|
|
899 | (5) |
|
|
904 | (3) |
|
|
907 | (4) |
|
Stiffness and Mass Matrices |
|
|
911 | (9) |
|
|
920 | (1) |
|
Vibration of a Radial Beam |
|
|
921 | (56) |
|
|
922 | (1) |
|
|
923 | (2) |
|
|
925 | (2) |
|
|
927 | (50) |
|
|
977 | (154) |
|
|
978 | (2) |
|
|
978 | (1) |
|
|
979 | (1) |
|
|
979 | (1) |
|
|
980 | (11) |
|
|
980 | (1) |
|
|
980 | (2) |
|
|
982 | (1) |
|
|
983 | (1) |
|
Formulas for Plates with Arbitrary Loading |
|
|
984 | (1) |
|
|
985 | (1) |
|
|
986 | (2) |
|
|
988 | (2) |
|
Large Deflections of Circular Plates |
|
|
990 | (1) |
|
|
991 | (11) |
|
|
991 | (1) |
|
Governing Differential Equations |
|
|
991 | (2) |
|
|
993 | (2) |
|
Formulas for Plates with Arbitrary Loading |
|
|
995 | (1) |
|
|
996 | (1) |
|
|
997 | (1) |
|
General Rectangular Plates |
|
|
998 | (2) |
|
Large Deflections of Rectangular Plates |
|
|
1000 | (2) |
|
|
1002 | (129) |
|
|
1002 | (3) |
|
|
1005 | (126) |
|
|
1131 | (54) |
|
|
1131 | (2) |
|
|
1132 | (1) |
|
|
1133 | (1) |
|
|
1133 | (1) |
|
|
1133 | (4) |
|
|
1134 | (1) |
|
|
1134 | (1) |
|
Nonpressurized Rotating Disk of Constant Thickness |
|
|
1135 | (2) |
|
Design of Cylinders with Internal Pressure |
|
|
1137 | (4) |
|
|
1141 | (5) |
|
|
1141 | (3) |
|
|
1144 | (1) |
|
|
1145 | (1) |
|
|
1146 | (1) |
|
|
1146 | (39) |
|
|
1150 | (1) |
|
|
1151 | (34) |
|
|
1185 | (134) |
|
|
1185 | (3) |
|
|
1186 | (2) |
|
Membrane Shells of Revolution |
|
|
1188 | (3) |
|
Shells of Revolution with Bending |
|
|
1191 | (6) |
|
Multiple-Segment Shells of Revolution |
|
|
1197 | (7) |
|
|
1204 | (1) |
|
|
1205 | (3) |
|
|
1208 | (111) |
|
Circular Cylindrical Shells |
|
|
1208 | (6) |
|
|
1214 | (2) |
|
|
1216 | (1) |
|
|
1216 | (3) |
|
|
1219 | (100) |
|
APPENDIX I FUNDAMENTAL MATHEMATICS |
|
|
1319 | (50) |
|
|
1321 | (2) |
|
|
1321 | (1) |
|
|
1321 | (1) |
|
|
1321 | (1) |
|
|
1321 | (1) |
|
|
1322 | (1) |
|
|
1323 | (1) |
|
|
1323 | (1) |
|
|
1324 | (1) |
|
|
1324 | (6) |
|
|
1324 | (1) |
|
Laws of Sines, Cosines, and Tangents |
|
|
1325 | (1) |
|
|
1326 | (2) |
|
|
1328 | (1) |
|
|
1328 | (1) |
|
Inverse Trigonometric Functions |
|
|
1328 | (2) |
|
Exponential Relations: Euler's Equation |
|
|
1330 | (1) |
|
|
1330 | (1) |
|
|
1330 | (1) |
|
|
1330 | (1) |
|
|
1331 | (7) |
|
Rectangular Coordinate System |
|
|
1331 | (2) |
|
|
1333 | (1) |
|
Unit Vectors on a Boundary Curve |
|
|
1333 | (2) |
|
|
1335 | (1) |
|
Basic Formulas in Plane Analytic Geometry |
|
|
1336 | (2) |
|
|
1338 | (1) |
|
I.7 System of Linear Equations |
|
|
1338 | (2) |
|
|
1338 | (1) |
|
|
1339 | (1) |
|
I.8 Differential and Integral Calculus |
|
|
1340 | (3) |
|
|
1340 | (1) |
|
Differentiation of Functions with Multiple Variables |
|
|
1341 | (1) |
|
|
1341 | (1) |
|
|
1341 | (2) |
|
|
1343 | (1) |
|
I.10 Representation of Functions by Series |
|
|
1343 | (3) |
|
Taylor's Series for Single Variable |
|
|
1343 | (1) |
|
|
1343 | (1) |
|
Taylor's Series for Two Variables |
|
|
1344 | (1) |
|
|
1344 | (1) |
|
Series Expansions of Some Common Functions |
|
|
1345 | (1) |
|
|
1346 | (5) |
|
|
1346 | (1) |
|
|
1347 | (1) |
|
|
1347 | (2) |
|
|
1349 | (1) |
|
Eigenvalues and Eigenvectors |
|
|
1349 | (2) |
|
|
1351 | (18) |
|
Linear Interpolation Method to Solve f(x) = 0 |
|
|
1351 | (1) |
|
|
1351 | (1) |
|
|
1352 | (1) |
|
|
1353 | (1) |
|
|
1354 | (3) |
|
|
1357 | (12) |
|
APPENDIX II STRUCTURAL MEMBERS |
|
|
1369 | (36) |
|
II.1 Engineering Beam Theory: Differential Form of Governing Equations |
|
|
1370 | (8) |
|
|
1370 | (2) |
|
|
1372 | (1) |
|
|
1373 | (1) |
|
Displacement Form of Governing Differential Equations |
|
|
1374 | (2) |
|
Mixed Form of Governing Differential Equations |
|
|
1376 | (2) |
|
|
1378 | (1) |
|
II.2 Sign Convention for Beams |
|
|
1378 | (2) |
|
II.3 Solution of Governing Equations for a Beam Element |
|
|
1380 | (9) |
|
First-Order Form of Governing Equations |
|
|
1381 | (6) |
|
Effect of Applied Loading |
|
|
1387 | (2) |
|
II.4 Principle of Virtual Work: Integral Form of Governing Equations |
|
|
1389 | (2) |
|
|
1389 | (1) |
|
Statement of the Principle of Virtual Work |
|
|
1390 | (1) |
|
|
1391 | (9) |
|
Definition of Stiffness Matrices |
|
|
1391 | (2) |
|
Determination of Stiffness Matrices |
|
|
1393 | (6) |
|
Properties of Stiffness Matrices |
|
|
1399 | (1) |
|
|
1400 | (2) |
|
II.7 Dynamic Stiffness Matrices |
|
|
1402 | (1) |
|
II.8 Geometric Stiffness Matrices |
|
|
1402 | (3) |
|
|
1403 | (2) |
|
APPENDIX III STRUCTURAL SYSTEMS |
|
|
1405 | (86) |
|
III.1 Transfer Matrix Method |
|
|
1406 | (34) |
|
Loading and In-Span Conditions |
|
|
1408 | (2) |
|
Introduction of Boundary Conditions |
|
|
1410 | (7) |
|
|
1417 | (5) |
|
|
1422 | (12) |
|
|
1434 | (1) |
|
Indeterminate In-Span Conditions |
|
|
1435 | (3) |
|
|
1438 | (2) |
|
III.2 General Structural Systems |
|
|
1440 | (6) |
|
Coordinate Systems, Definitions, and Degrees of Freedom |
|
|
1441 | (3) |
|
Coordinate Transformations |
|
|
1444 | (2) |
|
III.3 Displacement Method |
|
|
1446 | (20) |
|
Displacement Method Based on the Principle of Virtual Work |
|
|
1446 | (4) |
|
Direct Derivation of Global Displacement Equations |
|
|
1450 | (1) |
|
System Stiffness Matrix Assembled by Summation |
|
|
1451 | (1) |
|
Characteristics of Stiffness Matrices |
|
|
1451 | (1) |
|
Incorporation of Boundary Conditions |
|
|
1452 | (1) |
|
Reactions and Internal Forces, Stress Resultants, and Stresses |
|
|
1452 | (1) |
|
|
1453 | (7) |
|
Structures with Distributed Loads |
|
|
1460 | (6) |
|
Special Intermediate Conditions |
|
|
1466 | (1) |
|
|
1466 | (1) |
|
III.5 Stability Based on the Displacement Method |
|
|
1467 | (3) |
|
III.6 Free Vibrations Based on the Displacement Method |
|
|
1470 | (13) |
|
|
1471 | (1) |
|
|
1471 | (6) |
|
Frequency-Dependent Stiffness and Mass Matrices |
|
|
1477 | (6) |
|
III.7 Transient Responses |
|
|
1483 | (8) |
|
|
1485 | (2) |
|
|
1487 | (4) |
Index |
|
1491 | |