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1 | (35) |
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1 | (1) |
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Survey of Developments in Aircraft Structures since 1903 |
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2 | (27) |
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Nature and Composition of Modern Aircraft Structures |
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29 | (5) |
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Idealization of Aircraft Structures for Preliminary Analyses |
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34 | (2) |
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35 | (1) |
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Statically Determinate Structures |
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36 | (62) |
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36 | (2) |
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38 | (6) |
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44 | (6) |
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50 | (6) |
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56 | (10) |
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Idealized Beams: Torsional and Shear Loading |
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66 | (11) |
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77 | (21) |
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85 | (13) |
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Applies Elasticity: Fundamental Concepts |
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98 | (90) |
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99 | (1) |
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99 | (5) |
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104 | (3) |
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107 | (2) |
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109 | (4) |
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113 | (5) |
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118 | (7) |
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120 | (1) |
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121 | (4) |
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125 | (1) |
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126 | (2) |
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128 | (3) |
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Stress-Strain Equations for Isotropic Elastic Materials |
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131 | (4) |
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135 | (8) |
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143 | (1) |
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144 | (5) |
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149 | (5) |
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154 | (2) |
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Anisotropic Elastic Materials |
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156 | (8) |
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Stress Concentration and Fatigue |
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164 | (24) |
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179 | (9) |
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188 | (78) |
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188 | (1) |
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189 | (4) |
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Internal Force Sign Convention |
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193 | (4) |
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Saint-Venant Torsion Theory |
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197 | (7) |
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Bernoulli-Euler Flexure Theory |
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204 | (3) |
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Isotropic Beam Flexure Stress |
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207 | (4) |
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Thin-Walled Beam Shear Stress |
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211 | (13) |
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Idealized Thin-Walled Sections |
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224 | (12) |
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Tapered Idealized Beam Shear Flow |
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236 | (30) |
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254 | (12) |
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Load Transfer in Stiffened Panel Structures |
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266 | (35) |
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266 | (3) |
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Rib and Bulkhead Shear Flows |
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269 | (13) |
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Shear Flow around Cut Outs |
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282 | (3) |
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285 | (16) |
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292 | (9) |
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301 | (27) |
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301 | (2) |
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System Equilibrium and Compatibility |
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303 | (3) |
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The Virtual Work Principle |
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306 | (5) |
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Minimum Potential Energy and Castigliano's First Theorem |
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311 | (3) |
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314 | (2) |
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The Complementary Virtual Work Principle |
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316 | (3) |
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Minimum Complementary Potential Energy and Castigliano's Second Theorem |
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319 | (3) |
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322 | (6) |
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324 | (4) |
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Force Method: Trusses, Beams, and Frames |
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328 | (81) |
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328 | (3) |
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Rods: Complementary Virtual Work |
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331 | (1) |
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Truss Deflections Using Complementary Virtual Work |
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332 | (3) |
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Statically Indeterminate Trusses |
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335 | (15) |
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Simple Beams: Complementary Virtual Work |
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350 | (4) |
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Torsion: Complementary Virtual Work |
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354 | (1) |
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Beam and Frame Deflections Using Complementary Virtual Work |
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355 | (7) |
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Statically Indeterminate Beams and Frames |
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362 | (47) |
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389 | (20) |
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Force Method: Idealized Thin-Walled Structures |
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409 | (86) |
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409 | (1) |
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Shear Panels and Stiffeners |
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410 | (4) |
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Statically Indeterminate Stiffened Webs |
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414 | (10) |
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424 | (4) |
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Deflections in Idealized Beams |
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428 | (10) |
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Shear Center of Closed Sections |
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438 | (2) |
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440 | (7) |
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Multicell Idealized Box Beams |
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447 | (16) |
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Restraint Effects in Idealized Box Beams |
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463 | (4) |
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467 | (28) |
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480 | (15) |
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The Matrix Displacement Method |
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495 | (61) |
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496 | (1) |
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496 | (1) |
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496 | (1) |
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497 | (6) |
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Determinants and Matrix Inverse |
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503 | (6) |
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509 | (2) |
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511 | (5) |
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516 | (2) |
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Orthogonal Coordinate Transformations |
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518 | (2) |
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Some General Aspects of the Stiffness Method |
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520 | (20) |
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Constitutive Equations in Matrix Form |
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540 | (2) |
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General Form of the Stiffness Equations Using Virtual Work |
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542 | (14) |
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550 | (6) |
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Matrix Displacement Method: Trusses, Beams and Frames |
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556 | (96) |
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556 | (1) |
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Rod Element Stiffness Equations |
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557 | (27) |
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Beam Element Stiffness Equations |
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584 | (18) |
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602 | (11) |
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613 | (2) |
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615 | (37) |
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633 | (19) |
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Matrix Displacement Method: Thin-Walled Structures |
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652 | (62) |
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652 | (1) |
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The Rectangular Shear Panel |
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652 | (16) |
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The Constant Strain Triangle |
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668 | (21) |
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Analysis by Substructures |
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689 | (25) |
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698 | (16) |
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714 | (77) |
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714 | (1) |
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715 | (6) |
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721 | (2) |
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723 | (7) |
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Column Imperfections and Load Misalignment |
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730 | (4) |
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Inelastic Column Buckling |
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734 | (7) |
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Approximate Analysis Methods |
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741 | (13) |
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754 | (4) |
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758 | (12) |
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770 | (2) |
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Complete Tension Field Beams |
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772 | (11) |
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783 | (8) |
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787 | (4) |
Appendix: Comparative Mechanical Properties of Metal Alloys |
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791 | (4) |
Index |
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795 | |