Holdings: Advanced mechanics of materials

Advanced mechanics of materials:

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Bibliographic Details
Main Authors:	Boresi, Arthur Peter (Author), Schmidt, Richard Joseph (Author)
Format:	Book
Language:	English
Published:	New York, NY Wiley 2003
Edition:	6. ed.
Subjects:	Résistance des matériaux Strength of materials Mechanische Spannung Werkstoff Festigkeitslehre Technische Mechanik Festigkeit
Online Access:	Table of contents Inhaltsverzeichnis
Item Description:	Includes bibliographical references and indexes
Physical Description:	XIV, 681 S. graph. Darst.
ISBN:	0471438812 9780471438816

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_version_	1804129326656913408
adam_text	SIXTH EDITION ADVANCED MECHANICS OF MATERIALS ARTHUR P. BORESI PROFESSOR EMERITUS CIVIL AND ARCHITECTURAL ENGINEERING THE UNIVERSITY OFWYOMING AT LARAMIE AND PROFESSOR EMERITUS THEORETICAL AND APPLIED MECHANICS UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN RICHARD J. SCHMIDT PROFESSOR CIVIL AND ARCHITECTURAL ENGINEERING THE UNIVERSITY OFWYOMING AT LARAMIE JOHN WILEY & SONS, INC. CONTENTS CHAPTER 1 INTRODUCTION 1 1.1 REVIEW OF ELEMENTARY MECHANICS OF MATERIALS 1 1.1.1 AXIALLY LOADED MEMBERS 1 1.1.2 TORSIONALLY LOADED MEMBERS 3 1.1.3 BENDING OF BEAMS 3 1.2 METHODS OF ANALYSIS 5 1.2.1 METHOD OF MECHANICS OF MATERIALS 6 1.2.2 METHOD OF CONTINUUM MECHANICS AND THE THEORY OF ELASTICITY 7 1.2.3 DEFLECTIONS BY ENERGY METHODS 7 1.3 STRESS-STRAIN RELATIONS 8 1.3.1 ELASTIC AND INELASTIC RESPONSE OF A SOLID 8 1.3.2 MATERIAL PROPERTIES 10 1.4 FAILURE AND LIMITS ON DESIGN 16 1.4.1 MODES OF FAILURE 19 PROBLEMS 22 REFERENCES 24 CHAPTER 2 THEORIES OF STRESS AND STRAIN 25 2.1 DEFINITION OF STRESS AT A POINT 25 2.2 STRESS NOTATION 26 2.3 SYMMETRY OF THE STRESS ARRAY AND STRESS ON AN ARBITRARILY ORIENTED PLANE 28 2.3.1 SYMMETRY OF STRESS COMPONENTS 28 2.3.2 STRESSES ACTING ON ARBITRARY PLANES 29 2.3.3 NORMAL STRESS AND SHEAR STRESS ON AN OBLIQUE PLANE 30 2.4 TRANSFORMATION OF STRESS, PRINCIPAL STRESSES, AND OTHER PROPERTIES 31 ^ 2.4.1 TRANSFORMATION OF STRESS 31 2.4.2 PRINCIPAL STRESSES 32 2.4.3 PRINCIPAL VALUES AND DIRECTIONS 33 2.4.4 OCTAHEDRAL STRESS 36 2.4.5 MEAN AND DEVIATOR STRESSES 37 2.4.6 PLANE STRESS 38 2.4.7 MOHR S CIRCLE IN TWO DIMENSIONS 40 2.4.8 MOHR S CIRCLES IN THREE DIMENSIONS 43 2.5 DIFFERENTIAL EQUATIONS OF MOTION OF A DEFORMABLE BODY 50 2.5.1 SPECIALIZATION OF EQUATIONS 2.46 52 2.6 DEFORMATION OF A DEFORMABLE BODY 54 2.7 STRAIN THEORY, TRANSFORMATION OF STRAIN, AND PRINCIPAL STRAINS 55 2.7.1 STRAIN OF A LINE ELEMENT 55 2.7.2 FINAL DIRECTION OF A LINE ELEMENT 57 2.7.3 ROTATION BETWEEN TWO LINE ELEMENTS (DEFINITION OF SHEAR STRAIN) 58 2.7.4 PRINCIPAL STRAINS 60 2.8 SMALL-DISPLACEMENT THEORY 61 2.8.1 STRAIN COMPATIBILITY RELATIONS 62 2.8.2 STRAIN-DISPLACEMENT RELATIONS FOR ORTHOGONAL CURVILINEAR COORDINATES 63 2.9 STRAIN MEASUREMENT AND STRAIN ROSETTES 70 PROBLEMS 72 REFERENCES 78 CHAPTER 3 LINEAR STRESS-STRAIN-TEMPERATURE RELATIONS 79 3.1 FIRST LAW OF THERMODYNAMICS, INTERNAL-ENERGY DENSITY, AND COMPLEMENTARY INTERNAL-ENERGY DENSITY 79 3.1.1 ELASTICITY AND INTERNAL-ENERGY DENSITY 81 3.1.2 ELASTICITY AND COMPLEMENTARY INTERNAL-ENERGY DENSITY 82 3.2 HOOKE S LAW: ANISOTROPIC ELASTICITY 84 3.3 HOOKE S LAW: ISOTROPIC ELASTICITY 85 3.3.1 ISOTROPIC AND HOMOGENEOUS MATERIALS 85 3.3.2 STRAIN-ENERGY DENSITY OF ISOTROPIC ELASTIC MATERIALS 85 3.4 EQUATIONS OF THERMOELASTICITY FOR ISOTROPIC MATERIALS 91 3.5 HOOKE S LAW: ORTHOTROPIC MATERIALS 93 PROBLEMS 101 REFERENCES 103 CHAPTER 4 INELASTIC MATERIAL BEHAVIOR 104 4.1 LIMITATIONS ON THE USE OF UNIAXIAL STRESS-STRAIN DATA 104 4.1.1 RATE OF LOADING 105 4.1.2 TEMPERATURE LOWER THAN ROOM TEMPERATURE 105 4.1.3 TEMPERATURE HIGHER THAN ROOM TEMPERATURE 105 IX CONTENTS 4.1.4 UNLOADING AND LOAD REVERSAL 105 4.1.5 MULTIAXIAL STATES OF STRESS 106 4.2 NONLINEAR MATERIAL RESPONSE 107 4.2.1 MODELS OF UNIAXIAL STRESS-STRAIN CURVES 108 4.3 YIELD CRITERIA: GENERAL CONCEPTS 113 4.3.1 MAXIMUM PRINCIPAL STRESS CRITERION 114 4.3.2 MAXIMUM PRINCIPAL STRAIN CRITERION 116 4.3.3 STRAIN-ENERGY DENSITY CRITERION 116 4.4 YIELDING OF DUCTILE METALS 117 4.4.1 MAXIMUM SHEAR-STRESS (TRESCA) CRITERION 118 4.4.2 DISTORTIONAL ENERGY DENSITY (VON MISES) CRITERION 120 4.4.3 EFFECT OF HYDROSTATIC STRESS AND THE TT-PLANE 122 4.5 ALTERNATIVE YIELD CRITERIA 126 4.5.1 MOHR-COULOMB YIELD CRITERION 126 4.5.2 DRUCKER-PRAGER YIELD CRITERION 128 4.5.3 HILL S CRITERION FOR ORTHOTROPIC MATERIALS 128 4.6 GENERAL YIELDING 129 4.6.1 ELASTIC-PLASTIC BENDING 131 4.6.2 FULLY PLASTIC MOMENT 132 4.6.3 SHEAR EFFECT ON INELASTIC BENDING 134 4.6.4 MODULUS OF RUPTURE 134 4.6.5 COMPARISON OF FAILURE CRITERIA 136 4.6.6 INTERPRETATION OF FAILURE CRITERIA FOR GENERAL YIELDING 137 PROBLEMS 142 REFERENCES 146 CHAPTER 5 APPLICATIONS OF ENERGY METHODS 147 5.1 PRINCIPLE OF STATIONARY POTENTIAL ENERGY 147 5.2 CASTIGLIANO S THEOREM ON DEFLECTIONS 152 5.3 CASTIGLIANO S THEOREM ON DEFLECTIONS FOR LINEAR LOAD-DEFLECTION RELATIONS 155 5.3.1 STRAIN ENERGY U N FOR AXIAL LOADING 156 5.3.2 STRAIN ENERGIES U M AND U S FOR BEAMS 158 5.3.3 STRAIN ENERGY U T FOR TORSION 160 5.4 DEFLECTIONS OF STATICALLY DETERMINATE STRUCTURES 163 5.4.1 CURVED BEAMS TREATED AS STRAIGHT BEAMS 165 5.4.2 DUMMY LOAD METHOD AND DUMMY UNIT LOAD METHOD 170 5.5 STATICALLY INDETERMINATE STRUCTURES 177 5.5.1 DEFLECTIONS OF STATICALLY INDETERMINATE STRUCTURES 180 PROBLEMS 187 REFERENCES 199 CHAPTER 6 TORSION 200 6.1 TORSION OF A PRISMATIC BAR OF CIRCULAR CROSS SECTION 200 6.1.1 DESIGN OF TRANSMISSION SHAFTS 204 6.2 SAINT-VENANT S SEMIINVERSE METHOD 209 6.2.1 GEOMETRY OF DEFORMATION 209 6.2.2 STRESSES AT A POINT AND EQUATIONS OF EQUILIBRIUM 210 6.2.3 BOUNDARY CONDITIONS 211 6.3 LINEAR ELASTIC SOLUTION 213 6.3.1 ELLIPTICAL CROSS SECTION 214 6.3.2 EQUILATERAL TRIANGLE CROSS SECTION 215 6.3.3 OTHER CROSS SECTIONS 216 6.4 THE PRANDTL ELASTIC-MEMBRANE (SOAP-FILM) ANALOGY 216 6.4.1 REMARK ON REENTRANT CORNERS 219 6.5 NARROW RECTANGULAR CROSS SECTION 219 6.5.1 CROSS SECTIONS MADE UP OF LONG NARROW RECTANGLES 221 6.6 TORSION OF RECTANGULAR CROSS SECTION MEMBERS 222 6.7 HOLLOW THIN-WALL TORSION MEMBERS AND MULTIPLY CONNECTED CROSS SECTIONS 228 6.7.1 HOLLOW THIN-WALL TORSION MEMBER HAVING SEVERAL COMPARTMENTS 230 6.8 THIN-WALL TORSION MEMBERS WITH RESTRAINED ENDS 234 6.8.1 I-SECTION TORSION MEMBER HAVING ONE END RESTRAINED FROM WARPING 235 6.8.2 VARIOUS LOADS AND SUPPORTS FOR BEAMS IN TORSION 239 6.9 NUMERICAL SOLUTION OF THE TORSION PROBLEM 239 6.10 INELASTIC TORSION: CIRCULAR CROSS SECTIONS 243 6.10.1 MODULUS OF RUPTURE IN TORSION 244 6.10.2 ELASTIC-PLASTIC AND FULLY PLASTIC TORSION 244 6.10.3 RESIDUAL SHEAR STRESS 246 6.11 FULLY PLASTIC TORSION: GENERAL CROSS SECTIONS 250 PROBLEMS 254 REFERENCES 262 CHAPTER 7 BENDING OF STRAIGHT BEAMS 263 7.1 FUNDAMENTALS OF BEAM BENDING 263 7.1.1 CENTROIDAL COORDINATE AXES 263 7.1.2 SHEAR LOADING OF A BEAM AND SHEAR CENTER DEFINED 264 & 7.1.3 SYMMETRICAL BENDING 265 7.1.4 NONSYMMETRICAL BENDING 268 7.1.5 PLANE OF LOADS: SYMMETRICAL AND NONSYMMETRICAL LOADING 268 7.2 BENDING STRESSES IN BEAMS SUBJECTED TO NONSYMMETRICAL BENDING 272 7.2.1 EQUATIONS OF EQUILIBRIUM 272 7.2.2 GEOMETRY OF DEFORMATION 273 7.2.3 STRESS-STRAIN RELATIONS 273 7.2.4 LOAD-STRESS RELATION FOR NONSYMMETRICAL BENDING 273 7.2.5 NEUTRAL AXIS 274 7.2.6 MORE CONVENIENT FORM FOR THE FLEXURE STRESS A ZZ 275 7.3 DEFLECTIONS OF STRAIGHT BEAMS SUBJECTED TO NONSYMMETRICAL BENDING 280 CONTENTS XI 7.4 EFFECT OF INCLINED LOADS 284 7.5 FULLY PLASTIC LOAD FOR NONSYMMETRICAL BENDING 285 PROBLEMS 287 REFERENCES 294 CHAPTER 8 SHEAR CENTER FOR THIN-WALL BEAM CROSS SECTIONS 295 8.1 APPROXIMATIONS FOR SHEAR IN THIN-WALL BEAM CROSS SECTIONS 295 8.2 SHEAR FLOW IN THIN-WALL BEAM CROSS SECTIONS 296 8.3 SHEAR CENTER FOR A CHANNEL SECTION 298 8.4 SHEAR CENTER OF COMPOSITE BEAMS FORMED FROM STRINGERS AND THIN WEBS 303 8.5 SHEAR CENTER OF BOX BEAMS 306 PROBLEMS 312 REFERENCES 318 CHAPTER 9 CURVED BEAMS 319 9.1 INTRODUCTION 319 9.2 CIRCUMFERENTIAL STRESSES IN A CURVED BEAM 320 9.2.1 LOCATION OF NEUTRAL AXIS OF CROSS SECTION 326 9.3 RADIAL STRESSES IN CURVED BEAMS 333 9.3.1 CURVED BEAMS MADE FROM ANISOTROPIC MATERIALS 334 9.4 CORRECTION OF CIRCUMFERENTIAL STRESSES IN CURVED BEAMS HAVING I, T, OR SIMILAR CROSS SECTIONS 338 9.4.1 BLEICH S CORRECTION FACTORS 340 9.5 DEFLECTIONS OF CURVED BEAMS 343 9.5.1 CROSS SECTIONS IN THE FORM OF AN I, T, ETC. 346 9.6 STATICALLY INDETERMINATE CURVED BEAMS: CLOSED RING SUBJECTED TO A CONCENTRATED LOAD 348 9.7 FULLY PLASTIC LOADS FOR CURVED BEAMS 350 9.7.1 FULLY PLASTIC VERSUS MAXIMUM ELASTIC LOADS FOR CURVED BEAMS 351 PROBLEMS 352 REFERENCES 356 CHAPTER 10 BEAMS ON ELASTIC FOUNDATIONS 357 10.1 GENERAL THEORY 357 10.2 INFINITE BEAM SUBJECTED TO A CONCENTRATED LOAD: BOUNDARY CONDITIONS 360 10.2.1 METHOD OF SUPERPOSITION 363 10.2.2 BEAM SUPPORTED ON EQUALLY SPACED DISCRETE ELASTIC SUPPORTS 364 10.3 INFINITE BEAM SUBJECTED TO A DISTRIBUTED LOAD SEGMENT 369 10.3.1 UNIFORMLY DISTRIBUTED LOAD 369 10.3.2 PL 371 10.3.3 PL - 371 10.3.4 INTERMEDIATE VALUES OF/3L 371 10.3.5 TRIANGULAR LOAD 371 10.4 SEMIINFINITE BEAM SUBJECTED TO LOADS AT ITS END 374 10.5 SEMIINFINITE BEAM WITH CONCENTRATED LOAD NEAR ITS END 376 10.6 SHORT BEAMS 377 10.7 THIN-WALL CIRCULAR CYLINDERS 378 PROBLEMS 384 REFERENCES 388 CHAPTER 11 THE THICK-WALL CYLINDER 389 11.1 BASIC RELATIONS 389 11.1.1 EQUATION OF EQUILIBRIUM 391 11.1.2 STRAIN-DISPLACEMENT RELATIONS AND COMPATIBILITY CONDITION 391 11.1.3 STRESSSTRAIN-TEMPERATURE RELATIONS 392 11.1.4 MATERIAL RESPONSE DATA 392 11.2 STRESS COMPONENTS AT SECTIONS FAR FROM ENDS FOR A CYLINDER WITH CLOSED ENDS 392 11.2.1 OPEN CYLINDER 394 11.3 STRESS COMPONENTS AND RADIAL DISPLACEMENT FOR CONSTANT TEMPERATURE 395 11.3.1 STRESS COMPONENTS 395 11.3.2 RADIAL DISPLACEMENT FOR A CLOSED CYLINDER 396 11.3.3 RADIAL DISPLACEMENT FOR AN OPEN CYLINDER 396 11.4 CRITERIA OF FAILURE 399 11.4.1 FAILURE OF BRITTLE MATERIALS 399 11.4.2 FAILURE OF DUCTILE MATERIALS 400 11.4.3 MATERIAL RESPONSE DATA FOR DESIGN 400 11.4.4 IDEAL RESIDUAL STRESS DISTRIBUTIONS FOR COMPOSITE OPEN CYLINDERS 401 11.5 FULLY PLASTIC PRESSURE AND AUTOFRETTAGE 405 11.6 CYLINDER SOLUTION FOR TEMPERATURE CHANGE ONLY 409 11.6.1 STEADY-STATE TEMPERATURE CHANGE (DISTRIBUTION) 409 11.6.2 STRESS COMPONENTS 410 11.7 ROTATING DISKS OF CONSTANT THICKNESS 411 PROBLEMS 419 REFERENCES 422 CHAPTER 12 ELASTIC AND INELASTIC STABILITY OF COLUMNS 423 12.1 INTRODUCTION TO THE CONCEPT OF COLUMN BUCKLING 424 12.2 DEFLECTION RESPONSE OF COLUMNS TO COMPRESSIVE LOADS 425 12.2.1 ELASTIC BUCKLING OF AN IDEAL SLENDER COLUMN 425 12.2.2 IMPERFECT SLENDER COLUMNS 427 12.3 THE EULER FORMULA FOR COLUMNS WITH PINNED ENDS 428 12.3.1 THE EQUILIBRIUM METHOD 428 12.3.2 HIGHER BUCKLING LOADS; N 1 431 12.3.3 THE IMPERFECTION METHOD 432 12.3.4 THE ENERGY METHOD 433 XII CONTENTS 12.4 EULER BUCKLING OF COLUMNS WITH LINEARLY ELASTIC END CONSTRAINTS 436 12.5 LOCAL BUCKLING OF COLUMNS 440 12.6 INELASTIC BUCKLING OF COLUMNS 442 12.6.1 INELASTIC BUCKLING 442 12.6.2 TWO FORMULAS FOR INELASTIC BUCKLING OF AN IDEAL COLUMN 443 12.6.3 TANGENT-MODULUS FORMULA FOR AN INELASTIC BUCKLING LOAD 444 12.6.4 DIRECT TANGENT-MODULUS METHOD 446 PROBLEMS 450 REFERENCES 455 CHAPTER 13 FLAT PLATES 457 13.1 INTRODUCTION 457 13.2 STRESS RESULTANTS IN A FLAT PLATE 458 13.3 KINEMATICS: STRAIN-DISPLACEMENT RELATIONS FOR PLATES 461 13.3.1 ROTATION OF A PLATE SURFACE ELEMENT 464 13.4 EQUILIBRIUM EQUATIONS FOR SMALL-DI SPLACEMENT THEORY OF FLAT PLATES 466 13.5 STRESS-STRAIN-TEMPERATURE RELATIONS FOR ISOTROPIC ELASTIC PLATES 469 13.5.1 STRESS COMPONENTS IN TERMS OF TRACTIONS AND MOMENTS 472 13.5.2 PURE BENDING OF PLATES 472 13.6 STRAIN ENERGY OF A PLATE 472 13.7 BOUNDARY CONDITIONS FOR PLATES 473 13.8 SOLUTION OF RECTANGULAR PLATE PROBLEMS 476 13.8.1 SOLUTION OF V 2 V 2 W = FOR A RECTANGULAR PLATE 477 D 13.8.2 WESTERGAARD APPROXIMATE SOLUTION FOR RECTANGULAR PLATES: UNIFORM LOAD 479 13.8.3 DEFLECTION OF A RECTANGULAR PLATE: UNIFORMLY DISTRIBUTED LOAD 482 13.9 SOLUTION OF CIRCULAR PLATE PROBLEMS 486 13.9.1 SOLUTION OF V 2 V 2 W = FOR A CIRCULAR PLATE 486 D 13.9.2 CIRCULAR PLATES WITH SIMPLY SUPPORTED EDGES 488 13.9.3 CIRCULAR PLATES WITH FIXED EDGES 488 13.9.4 CIRCULAR PLATE WITH A CIRCULAR HOLE AT THE CENTER 489 13.9.5 SUMMARY FOR CIRCULAR PLATES WITH SIMPLY SUPPORTED EDGES 490 13.9.6 SUMMARY FOR CIRCULAR PLATES WITH FIXED EDGES 491 13.9.7 SUMMARY FOR STRESSES AND DEFLECTIONS IN FLAT CIRCULAR PLATES WITH CENTRAL HOLES 492 13.9.8 SUMMARY FOR LARGE ELASTIC DEFLECTIONS OF CIRCULAR PLATES: CLAMPED EDGE AND UNIFORMLY DISTRIBUTED LOAD 492 13.9.9 SIGNIFICANT STRESS WHEN EDGES ARE CLAMPED 495 13.9.10 LOAD ON A PLATE WHEN EDGES ARE CLAMPED 496 13.9.11 SUMMARY FOR LARGE ELASTIC DEFLECTIONS OF CIRCULAR PLATES: SIMPLY SUPPORTED EDGE AND UNIFORMLY DISTRIBUTED LOAD 497 13.9.12 RECTANGULAR OR OTHER SHAPED PLATES WITH LARGE DEFLECTIONS 498 PROBLEMS 500 REFERENCES 501 CHAPTER 14 STRESS CONCENTRATIONS 502 14.1 NATURE OF A STRESS CONCENTRATION PROBLEM AND THE STRESS CONCENTRATION FACTOR 504 14.2 STRESS CONCENTRATION FACTORS: THEORY OF ELASTICITY 507 14.2.1 CIRCULAR HOLE IN AN INFINITE PLATE UNDER UNIAXIAL TENSION 507 14.2.2 ELLIPTIC HOLE IN AN INFINITE PLATE STRESSED IN A DIRECTION PERPENDICULAR TO THE MAJOR AXIS OF THE HOLE 508 14.2.3 ELLIPTICAL HOLE IN AN INFINITE PLATE STRESSED IN THE DIRECTION PERPENDICULAR TO THE MINOR AXIS OF THE HOLE 511 14.2.4 CRACK IN A PLATE 512 14.2.5 ELLIPSOIDAL CAVITY 512 14.2.6 GROOVES AND HOLES 513 14.3 STRESS CONCENTRATION FACTORS: COMBINED LOADS 515 14.3.1 INFINITE PLATE WITH A CIRCULAR HOLE 515 14.3.2 ELLIPTICAL HOLE IN AN INFINITE PLATE UNIFORMLY STRESSED IN DIRECTIONS OF MAJOR AND MINOR AXES OF THE HOLE 516 14.3.3 PURE SHEAR PARALLEL TO MAJOR AND MINOR AXES OF THE ELLIPTICAL HOLE 516 14.3.4 ELLIPTICAL HOLE IN AN INFINITE PLATE WITH DIFFERENT LOADS IN TWO PERPENDICULAR DIRECTIONS 517 14.3.5 STRESS CONCENTRATION AT A GROOVE IN A CIRCULAR SHAFT 520 14.4 STRESS CONCENTRATION FACTORS: EXPERIMENTAL TECHNIQUES 522 14.4.1 PHOTOELASTIC METHOD 522 14.4.2 STRAIN-GAGE METHOD 524 14.4.3 ELASTIC TORSIONAL STRESS CONCENTRATION AT A FILLET IN A SHAFT 525 14.4.4 ELASTIC MEMBRANE METHOD: TORSIONAL STRESS CONCENTRATION 525 14.4.5 BEAMS WITH RECTANGULAR CROSS SECTIONS 527 14.5 EFFECTIVE STRESS CONCENTRATION FACTORS 530 14.5.1 DEFINITION OF EFFECTIVE STRESS CONCENTRATION FACTOR 530 14.5.2 STATIC LOADS 532 14.5.3 REPEATED LOADS 532 CONTENTS XIII 14.5.4 RESIDUAL STRESSES 534 14.5.5 R VERY ABRUPT CHANGES IN SECTION: STRESS GRADIENT 534 14.5.6 SIGNIFICANCE OF STRESS GRADIENT 535 14.5.7 IMPACT OR ENERGY LOADING 536 14.6 EFFECTIVE STRESS CONCENTRATION FACTORS: INELASTIC STRAINS 536 14.6.1 NEUBER S THEOREM 537 PROBLEMS 539 REFERENCES 541 CHAPTER 15 FRACTURE MECHANICS 543 15.1 FAILURE CRITERIA AND FRACTURE 544 15.1.1 BRITTLE FRACTURE OF MEMBERS FREE OF CRACKS AND FLAWS 545 15.1.2 BRITTLE FRACTURE OF CRACKED OR FLAWED MEMBERS 545 15.2 THE STATIONARY CRACK 551 15.2.1 BLUNT CRACK 553 15.2.2 SHARP CRACK 554 15.3 CRACK PROPAGATION AND THE STRESS INTENSITY FACTOR 555 15.3.1 ELASTIC STRESS AT THE TIP OF A SHARP CRACK 555 15.3.2 STRESS INTENSITY FACTOR: DEFINITION AND DERIVATION 556 15.3.3 DERIVATION OF CRACK EXTENSION FORCE G 556 15.3.4 CRITICAL VALUE OF CRACK EXTENSION FORCE 558 15.4 FRACTURE: OTHER FACTORS 561 15.4.1 ELASTIC*PLASTIC FRACTURE MECHANICS 562 15.4.2 CRACK-GROWTH ANALYSIS 562 15.4.3 LOAD SPECTRA AND STRESS HISTORY 562 15.4.4 TESTING AND EXPERIMENTAL DATA INTERPRETATION 563 PROBLEMS 564 REFERENCES 565 CHAPTER 16 FATIGUE: PROGRESSIVE FRACTURE 567 16.1 FRACTURE RESULTING FROM CYCLIC LOADING 568 . 16.1.1 STRESS CONCENTRATIONS 573 16.2 EFFECTIVE STRESS CONCENTRATION FACTO RS: REPEATED LOADS 575 16.3 EFFECTIVE STRESS CONCENTRATION FACTORS: OTHER INFLUENCES 575 16.3.1 CORROSION FATIGUE 575 16.3.2 EFFECT OF RANGE OF STRESS 577 16.3.3 METHODS OF REDUCING HARMFUL EFFECTS OF STRESS CONCENTRATIONS 577 16.4 LOW CYCLE FATIGUE AND THE E-N RELATION 580 16.4.1 HYSTERESIS LOOP 580 16.4.2 FATIGUE-LIFE CURVE AND THE E-N RELATION 581 PROBLEMS 585 REFERENCES 588 CHAPTER 17 CONTACT STRESSES 589 17.1 INTRODUCTION 589 17.2 THE PROBLEM OF DETERMINING CONTACT STRESSES 590 17.3 GEOMETRY OF THE CONTACT SURFACE 591 17.3.1 FUNDAMENTAL ASSUMPTIONS 591 17.3.2 CONTACT SURFACE SHAPE AFTER LOADING 592 17.3.3 JUSTIFICATION OF EQ. 17.1 592 17.3.4 BRIEF DISCUSSION OF THE SOLUTION 595 17.4 NOTATION AND MEANING OF TERMS 596 17.5 EXPRESSIONS FOR PRINCIPAL STRESSES 597 17.6 METHOD OF COMPUTING CONTACT STRESSES 598 17.6.1 PRINCIPAL STRESSES 598 17.6.2 MAXIMUM SHEAR STRESS 599 17.6.3 MAXIMUM OCTAHEDRAL SHEAR STRESS 599 17.6.4 MAXIMUM ORTHOGONAL SHEAR STRESS 599 17.6.5 CURVES FOR COMPUTING STRESSES FOR ANY VALUE OF B/A 605 17.7 DEFLECTION OF BODIES IN POINT CONTACT 607 17.7.1 SIGNIFICANCE OF STRESSES 611 17.8 STRESS FOR TWO BODIES IN LINE CONTACT: LOADS NORMAL TO CONTACT AREA 611 17.8.1 MAXIMUM PRINCIPAL STRESSES: K = 0 613 17.8.2 MAXIMUM SHEAR STRESS: K = 0 613 17.8.3 MAXIMUM OCTAHEDRAL SHEAR STRESS: K = 0 613 17.9 STRESSES FOR TWO BODIES IN LINE CONTACT: LOADS NORMAL AND TANGENT TO CONTACT AREA 613 17.9.1 ROLLER ON PLANE 614 17.9.2 PRINCIPAL STRESSES 616 17.9.3 MAXIMUM SHEAR STRESS 617 17.9.4 MAXIMUM OCTAHEDRAL SHEAR STRESS 617 17.9.5 EFFECT OF MAGNITUDE OF FRICTION COEFFICIENT 618 17.9.6 RANGE OF SHEAR STRESS FOR ONE LOAD CYCLE 619 PROBLEMS 622 REFERENCES 623 CHAPTER 18 CREEP: TIME-DEPENDENT DEFORMATION 624 18.1 DEFINITION OF CREEP AND THE CREEP CURVE 624 18.2 THE TENSION CREEP TEST FOR METALS 626 18.3 ONE-DIMENSIONAL CREEP FORMULAS FOR METALS SUBJECTED TO CONSTANT STRESS AND ELEVATED TEMPERATURE 626 XIV CONTENTS 18.4 ONE-DIMENSIONAL CREEP OF METALS SUBJECTED TO VARIABLE STRESS AND TEMPERATURE . 631 18.4.1 PRELIMINARY CONCEPTS 631 18.4.2 , SIMILARITY OF CREEP CURVES 633 18.4.3 TEMPERATURE DEPENDENCY 635 18.4.4 VARIABLE STRESS AND TEMPERATURE 635 18.5 CREEP UNDER MULTIAXIAL STATES OF STRESS 640 18.5.1 GENERAL DISCUSSION 640 18.6 FLOW RULE FOR CREEP OF METALS SUBJECTED TO MULTIAXIAL STATES OF STRESS 643 18.6.1 STEADY-STATE CREEP 644 18.6.2 NONSTEADY CREEP 648 18.7 AN APPLICATION OF CREEP OF METALS 649 18.7.1 SUMMARY 650 18.8 CREEP OF NONMETALS 650 18.8.1 ASPHALT 650 18.8.2 CONCRETE 651 18.8.3 WOOD 652 REFERENCES 654 APPENDIX A AVERAGE MECHANICAL PROPERTIES OF SELECTED MATERIALS 657 APPENDIX B SECOND MOMENT (MOMENT OF INERTIA) OF A PLANE AREA 660 B.I B.2 B.3 660 MOMENTS OF INERTIA OF A PLANE AREA PARALLEL AXIS THEOREM 661 TRANSFORMATION EQUATIONS FOR MOMENTS AND PRODUCTS OF INERTIA 664 B.3.1 PRINCIPAL AXES OF INERTIA 665 PROBLEMS 666 APPENDIX C PROPERTIES OF STEEL CROSS SECTIONS 668 AUTHOR INDEX 673 SUBJECT INDEX 676
any_adam_object	1
author	Boresi, Arthur Peter Schmidt, Richard Joseph
author_facet	Boresi, Arthur Peter Schmidt, Richard Joseph
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author_sort	Boresi, Arthur Peter
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dewey-sort	3620.1 212
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illustrated	Illustrated
indexdate	2024-07-09T19:03:22Z
institution	BVB
isbn	0471438812 9780471438816
language	English
lccn	2002026738
oai_aleph_id	oai:aleph.bib-bvb.de:BVB01-009891960
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owner	DE-703 DE-1050 DE-91G DE-BY-TUM DE-573 DE-634 DE-384
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physical	XIV, 681 S. graph. Darst.
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spelling	Boresi, Arthur Peter Verfasser aut Advanced mechanics of materials Arthur P. Boresi and Richard J. Schmidt 6. ed. New York, NY Wiley 2003 XIV, 681 S. graph. Darst. txt rdacontent n rdamedia nc rdacarrier Includes bibliographical references and indexes Résistance des matériaux Résistance des matériaux ram Strength of materials Mechanische Spannung (DE-588)4134428-5 gnd rswk-swf Werkstoff (DE-588)4065579-9 gnd rswk-swf Festigkeitslehre (DE-588)4016917-0 gnd rswk-swf Technische Mechanik (DE-588)4059231-5 gnd rswk-swf Festigkeit (DE-588)4016916-9 gnd rswk-swf Festigkeitslehre (DE-588)4016917-0 s DE-604 Werkstoff (DE-588)4065579-9 s Festigkeit (DE-588)4016916-9 s Mechanische Spannung (DE-588)4134428-5 s 1\p DE-604 Technische Mechanik (DE-588)4059231-5 s 2\p DE-604 Schmidt, Richard Joseph Verfasser aut http://www.loc.gov/catdir/toc/wiley023/2002026738.html Table of contents HEBIS Datenaustausch Darmstadt application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009891960&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk 2\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk
spellingShingle	Boresi, Arthur Peter Schmidt, Richard Joseph Advanced mechanics of materials Résistance des matériaux Résistance des matériaux ram Strength of materials Mechanische Spannung (DE-588)4134428-5 gnd Werkstoff (DE-588)4065579-9 gnd Festigkeitslehre (DE-588)4016917-0 gnd Technische Mechanik (DE-588)4059231-5 gnd Festigkeit (DE-588)4016916-9 gnd
subject_GND	(DE-588)4134428-5 (DE-588)4065579-9 (DE-588)4016917-0 (DE-588)4059231-5 (DE-588)4016916-9
title	Advanced mechanics of materials
title_auth	Advanced mechanics of materials
title_exact_search	Advanced mechanics of materials
title_full	Advanced mechanics of materials Arthur P. Boresi and Richard J. Schmidt
title_fullStr	Advanced mechanics of materials Arthur P. Boresi and Richard J. Schmidt
title_full_unstemmed	Advanced mechanics of materials Arthur P. Boresi and Richard J. Schmidt
title_short	Advanced mechanics of materials
title_sort	advanced mechanics of materials
topic	Résistance des matériaux Résistance des matériaux ram Strength of materials Mechanische Spannung (DE-588)4134428-5 gnd Werkstoff (DE-588)4065579-9 gnd Festigkeitslehre (DE-588)4016917-0 gnd Technische Mechanik (DE-588)4059231-5 gnd Festigkeit (DE-588)4016916-9 gnd
topic_facet	Résistance des matériaux Strength of materials Mechanische Spannung Werkstoff Festigkeitslehre Technische Mechanik Festigkeit
url	http://www.loc.gov/catdir/toc/wiley023/2002026738.html http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=009891960&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA
work_keys_str_mv	AT boresiarthurpeter advancedmechanicsofmaterials AT schmidtrichardjoseph advancedmechanicsofmaterials

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