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Patnaik S., Hopkins D. — Strength of Materials: A New Unified Theory for the 21st Century
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Íàçâàíèå: Strength of Materials: A New Unified Theory for the 21st CenturyÀâòîðû: Patnaik S., Hopkins D. Àííîòàöèÿ: Strength of materials is a common core course requirement in U.S. universities (and those elsewhere) for students majoring in civil, mechanical, aeronautical, naval, architectural, and other engineering disciplines. The subject trains a student to calculate the response of simple structures. This elementary course exposes the student to the fundamental concepts of solid mechanics in a simplified form. Comprehension of the principles becomes essential because this course lays the foundation for other advanced solid mechanics analyses. The usefulness of this subject cannot be overemphasized because strength of materials principles are routinely used in various engineering applications. We can even speculate that some of the concepts have been used for millennia by master builders such as the Romans, Chinese, South Asian, and many others who built cathedrals, bridges, ships, and other structural forms. A good engineer will benefit from a clear comprehension of the fundamental principles of strength of materials. Teaching this subject should not to be diluted even though computer codes are now available to solve problems.
ßçûê: Ðóáðèêà: Òåõíîëîãèÿ /Ñòàòóñ ïðåäìåòíîãî óêàçàòåëÿ: Ãîòîâ óêàçàòåëü ñ íîìåðàìè ñòðàíèö ed2k: ed2k stats Èçäàíèå: 1 editionÃîä èçäàíèÿ: 2003Êîëè÷åñòâî ñòðàíèö: 750Äîáàâëåíà â êàòàëîã: 27.10.2010Îïåðàöèè: Ïîëîæèòü íà ïîëêó |
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Strain, ratio of stress and 33 Strain, relationship between angle of twist and 224—225 Strain, sign convention for 27 Strength of materials, assumptions of 37—40 Strength of materials, defined 1 Strength of materials, historical development xvii-xix Strength of materials, list of scientists who contributed to xviii Strength of materials, structures and members 2—3 Strength of materials, terminology 2 Stress 7 Stress in a plane 442—445 453—456 Stress in a plate 441—442 Stress in bar member 68—70 Stress in octahedral bar 70—72 Stress in pressure vessels 463 Stress in pressure vessels (cylindrical) 466—470 Stress in pressure vessels (spherical) 463—465 Stress, beam 158 Stress, formulation ix 687 Stress, fracture 35 Stress, frame 245 Stress, measuring 31 Stress, normal versus shear 26—27 68 Stress, principal 448—453 456—462 Stress, ratio of, and strain 33 Stress, shaft 222 Stress, sign convention for 26 Stress, transformation rule 445—448 Stress-strain diagram 32 33 Stress-strain relation, buckling and 475 Structural axis 7 10 Superposition, principle of 546—550 626—628 Support settling see "Settling of support" System of units 4—6 677—680 Tapered bar, force analysis of a 63—65 Temperature, beam deformation due to changes in 179—183 Temperature, converting from one scale to another 30 Tension test 31 Tensor (t) sign convention 15 17—23 26—27 Tensor transformation rule 445—448 Test coupon 31 Theory of structures 1 Thermal displacement in beams 179—183 Thermal effect in a beam 329—330 Thermal effect in a truss 99—101 Thermal load 1 Thermal load, beams (indeterminate) 333—334 341—342 Thermal load, first 301—302 Thermal load, frame (indeterminate) 425—431 Thermal load, second 302—303 Thermal load, stiffness method for 300 341—342 Thermal load, trusses (indeterminate) 271—272 279—281 293—294 Three-legged table problem 44—46 Timoshenko, S.P. xviii torque 12 Torque, deformation 25 Torque, formula 222—224 225 690 Torque, shafts and analysis of internal 218—222 Torque, sign convention for external 16 18 Torque, sign convention for internal 19—20 21 Torsion formula 222—224 225 Total formulation xiv xv 556 Transverse displacement 25 Transverse force see "Shear force" Trusses, determinate, applications for 55 Trusses, determinate, bar force in 115—118 Trusses, determinate, bar member 55—65 Trusses, determinate, bar member deformation 74 Trusses, determinate, bar member displacement 72—73 Trusses, determinate, bar member strain 74—75 Trusses, determinate, bar member stress 68—70 Trusses, determinate, composite bar 121—122 Trusses, determinate, defined 1 Trusses, determinate, defining and solving a truss problem 76—85 Trusses, determinate, determinate analysis, theory of 104—112 Trusses, determinate, external versus internal 113 Trusses, determinate, initial deformation 96—97 Trusses, determinate, net area of angle section 118—119 Trusses, determinate, nodal displacement 85—96 Trusses, determinate, settling of support 101—104 Trusses, determinate, thermal effect 99—101 Trusses, determinate, two-dimensional 113—120 Trusses, five-bar example, bar deformation 85 Trusses, five-bar example, bar strain 84—85 Trusses, five-bar example, bar stress 84 Trusses, five-bar example, coordinates of nodes 76 77 Trusses, five-bar example, deformation displacement relation 85—87 92 Trusses, five-bar example, determinate analysis, theory of 104—105 110—112 Trusses, five-bar example, equilibrium equations 79—81 Trusses, five-bar example, equilibrium of reaction and load 83—84 Trusses, five-bar example, force deformation relation 92—93 Trusses, five-bar example, loads, external 78—79 Trusses, five-bar example, member properties 77—78 Trusses, five-bar example, reactions calculated 82—83 Trusses, five-bar example, support conditions 76 Trusses, indeterminate, advantages of, over determinate trusses 263 Trusses, indeterminate, compatibility conditions 269—270 Trusses, indeterminate, deformation displacement relation 268 Trusses, indeterminate, displacement 274—275 Trusses, indeterminate, equations used to analyze 263 Trusses, indeterminate, equilibrium equations 266—267 Trusses, indeterminate, examples of 263—266 Trusses, indeterminate, force deformation relation 269 Trusses, indeterminate, initial deformation 270—272 Trusses, indeterminate, integrated force method 274 275—289 Trusses, indeterminate, integrated force method, dual 274—275 289—296 Trusses, indeterminate, mechanical load 271 276—279 291 293 339—341 Trusses, indeterminate, null property 273 Trusses, indeterminate, response variables 273 Trusses, indeterminate, settling of support 270—272 303—305 Trusses, indeterminate, stiffness method 274—275 296—300 303—305 Trusses, indeterminate, thermal load 271—272 279—281 293—294 341—342 Trusses, nine-bar, six-node example 106—110 Trusses, single-bay 578—586 Trusses, three-bar 515—518 549—550 Two-dimensional structures, examples of 441 Two-dimensional structures, Mohr's circle for plane stress 453—456 Two-dimensional structures, principal stress 448—453 Two-dimensional structures, principal stress, properties 456—462 Two-dimensional structures, stress in cylindrical pressure vessels 466—470 Two-dimensional structures, stress in pressure vessels 463 Two-dimensional structures, stress in spherical pressure vessels 463—465 Two-dimensional structures, stress state (plane) 442—445 Two-dimensional structures, stress state (plate) 441—442 Two-dimensional structures, stress transformation rule 445—448 Two-dimensional trusses 113—120 U.S. Customary System (USCS), base units 4 U.S. Customary System (USCS), converting to SI 8 9 Unit displacement theorem 526—528 Unit load theorem 539—541 Variables see "Response variables" Vector 25 Virtual displacement 505—507 Virtual force 507—508 Virtual work, basic concept 508—509 Virtual work, complementary concept 509 Virtual work, complementary, principle of 528—534 Virtual work, principle of 509 511—515 Voigt, Woldemar xviii Volume 29 Washizu method 556 Weight density 29 Whipple, Squire xvii Williot, J.V. 87 Winkler, Emile xvii Wood 204 Work 90—91 504 Work, complementary 504—505 Work, energy conservation theorem 91 Work, virtual, basic concept 508—509 Work, virtual, complementary 509 Work, virtual, principle of 509 511—515 Work, virtual, principle of complementary 528—534 Yield point 34 Yield stress 34 Yielding zone 34—35 Young's modulus 29 33 Young, Thomas xvii Zhuravskii, D.I. see "Jourawski D.J."
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