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Mechanics of Materials, Enhanced, SI Edition 9th edition [Pehme köide]

, (Georgia Institute of Technology)
  • Formaat: Paperback / softback, 1184 pages, kõrgus x laius x paksus: 45x198x251 mm, kaal: 1905 g
  • Ilmumisaeg: 01-Jan-2020
  • Kirjastus: CL Engineering
  • ISBN-10: 0357377850
  • ISBN-13: 9780357377857
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  • Formaat: Paperback / softback, 1184 pages, kõrgus x laius x paksus: 45x198x251 mm, kaal: 1905 g
  • Ilmumisaeg: 01-Jan-2020
  • Kirjastus: CL Engineering
  • ISBN-10: 0357377850
  • ISBN-13: 9780357377857
Teised raamatud teemal:
Develop a thorough understanding of the mechanics of materials - an area essential for success in mechanical, civil and structural engineering -- with the analytical approach and problem-solving emphasis found in Goodno/Gere's leading MECHANICS OF MATERIALS, Enhanced, SI, 9th Edition. This book focuses on the analysis and design of structural members subjected to tension, compression, torsion and bending. This ENHANCED EDITION guides you through a proven four-step problem-solving approach for systematically analyzing, dissecting and solving structure design problems and evaluating solutions. Memorable examples, helpful photographs and detailed diagrams and explanations demonstrate reactive and internal forces as well as resulting deformations. You gain the important foundation you need to pursue further study as you practice your skills and prepare for the FE exam.
About the Authors ix
Preface xi
Preface to the SI Edition xviii
Digital Resources xix
Symbols xxii
Greek Alphabet xxv
1 Tension, Compression, and Shear
1(122)
1.1 Introduction to Mechanics of Materials
2(1)
1.2 Problem-Solving Approach
2(1)
1.3 Statics Review
3(19)
1.4 Normal Stress and Strain
22(9)
1.5 Mechanical Properties of Materials
31(7)
1.6 Elasticity, Plasticity, and Creep
38(6)
1.7 Linear Elasticity, Hooke's Law, and Poisson's Ratio
44(6)
1.8 Shear Stress and Strain
50(13)
1.9 Allowable Stresses and Allowable Loads
63(7)
1.10 Design For Axial Loads and Direct Shear
70(53)
Chapter Summary and Review
74(3)
Problems
77(42)
Some Additional Review Problems
119(4)
2 Axially Loaded Members
123(158)
2.1 Introduction
124(1)
2.2 Changes in Lengths of Axially Loaded Members
124(8)
2.3 Changes in Lengths under Nonuniform Conditions
132(14)
2.4 Statically Indeterminate Structures
146(13)
2.5 Thermal Effects, Misfits, and Prestrains
159(19)
2.6 Stresses on Inclined Sections
178(12)
2.7 Strain Energy
190(11)
2.8 Impact Loading
201(8)
2.9 Repeated Loading and Fatigue
209(2)
2.10 Stress Concentrations
211(7)
2.11 Nonlinear Behavior
218(4)
2.12 Elastoplastic Analysis
222(59)
Chapter Summary and Review
229(2)
Problems
231(45)
Some Additional Review Problems
276(5)
3 Torsion
281(108)
3.1 Introduction
282(1)
3.2 Torsional Deformations of a Circular Bar
282(3)
3.3 Circular Bars of Linearly Elastic Materials
285(13)
3.4 Nonuniform Torsion
298(12)
3.5 Stresses and Strains in Pure Shear
310(7)
3.6 Relationship Between Moduli of Elasticity E and G
317(2)
3.7 Transmission of Power by Circular Shafts
319(4)
3.8 Statically Indeterminate Torsional Members
323(4)
3.9 Strain Energy in Torsion and Pure Shear
327(7)
3.10 Torsion of Noncircular Prismatic Shafts
334(10)
3.11 Thin-Walled Tubes
344(8)
3.12 Stress Concentrations in Torsion
352(37)
Chapter Summary and Review
357(3)
Problems
360(25)
Some Additional Review Problems
385(4)
4 Shear Forces and Bending Moments
389(70)
4.1 Introduction
390(1)
4.2 Types of Beams, Loads, and Reactions
390(10)
4.3 Shear Forces and Bending Moments
400(8)
4.4 Relationships Among Loads, Shear Forces, and Bending Moments
408(4)
4.5 Shear-Force and Bending-Moment Diagrams
412(47)
Chapter Summary and Review
439(2)
Problems
441(15)
Some Additional Review Problems
456(3)
5 Stresses in Beams (Basic Topics)
459(110)
5.1 Introduction
460(1)
5.2 Pure Bending and Nonuniform Bending
460(1)
5.3 Curvature of a Beam
461(2)
5.4 Longitudinal Strains in Beams
463(4)
5.5 Normal Stresses in Beams (Linearly Elastic Materials)
467(13)
5.6 Design of Beams for Bending Stresses
480(10)
5.7 Nonprismatic Beams
490(4)
5.8 Shear Stresses in Beams of Rectangular Cross Section
494(8)
5.9 Shear Stresses in Beams of Circular Cross Section
502(3)
5.10 Shear Stresses in the Webs of Beams with Flanges
505(7)
5.11 Built-Up Beams and Shear Flow
512(4)
5.12 Beams with Axial Loads
516(7)
5.13 Stress Concentrations in Bending
523(46)
Chapter Summary and Review
528(4)
Problems
532(34)
Some Additional Review Problems
566(3)
6 Stresses in Beams (Advanced Topics)
569(88)
6.1 Introduction
570(1)
6.2 Composite Beams
570(9)
6.3 Transformed-Section Method
579(8)
6.4 Doubly Symmetric Beams with Inclined Loads
587(7)
6.5 Bending of Unsymmetric Beams
594(11)
6.6 The Shear-Center Concept
605(1)
6.7 Shear Stresses in Beams of Thin-Walled Open Cross Sections
606(3)
6.8 Shear Stresses in Wide-Flange Beams
609(4)
6.9 Shear Centers of Thin-Walled Open Sections
613(8)
6.10 Elastoplastic Bending
621(36)
Chapter Summary and Review
630(2)
Problems
632(22)
Some Additional Review Problems
654(3)
7 Analysis of Stress and Strain
657(82)
7.1 Introduction
658(1)
7.2 Plane Stress
658(8)
7.3 Principal Stresses and Maximum Shear Stresses
666(8)
7.4 Mohr's Circle for Plane Stress
674(13)
7.5 Hooke's Law for Plane Stress
687(6)
7.6 Triaxial Stress
693(4)
7.7 Plane Strain
697(42)
Chapter Summary and Review
712(3)
Problems
715(22)
Some Additional Review Problems
737(2)
8 Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings)
739(72)
8.1 Introduction
740(1)
8.2 Spherical Pressure Vessels
740(6)
8.3 Cylindrical Pressure Vessels
746(7)
8.4 Maximum Stresses in Beams
753(8)
8.5 Combined Loadings
761(50)
Chapter Summary and Review
786(2)
Problems
788(19)
Some Additional Review Problems
807(4)
9 Deflections of Beams
811(98)
9.1 Introduction
812(1)
9.2 Differential Equations of the Deflection Curve
812(5)
9.3 Deflections by Integration of the Bending-Moment Equation
817(11)
9.4 Deflections by Integration of the Shear-Force and Load Equations
828(5)
9.5 Method of Superposition
833(9)
9.6 Moment-Area Method
842(8)
9.7 Nonprismatic Beams
850(5)
9.8 Strain Energy of Bending
855(5)
9.9 Castigliano's Theorem
860(12)
9.10 Deflections Produced by Impact
872(2)
9.11 Temperature Effects
874(35)
Chapter Summary and Review
878(2)
Problems
880(26)
Some Additional Review Problems
906(3)
10 Statically Indeterminate Beams
909(54)
10.1 Introduction
910(1)
10.2 Types of Statically Indeterminate Beams
910(3)
10.3 Analysis by the Differential Equations of the Deflection Curve
913(6)
10.4 Method of Superposition
919(14)
10.5 Temperature Effects
933(7)
10.6 Longitudinal Displacements at the Ends of a Beam
940(23)
Chapter Summary and Review
943(2)
Problems
945(13)
Some Additional Review Problems
958(5)
11 Columns
963(70)
11.1 Introduction
964(1)
11.2 Buckling and Stability
964(8)
11.3 Columns with Pinned Ends
972(9)
11.4 Columns with Other Support Conditions
981(9)
11.5 Columns with Eccentric Axial Loads
990(5)
11.6 The Secant Formula for Columns
995(5)
11.7 Elastic and Inelastic Column Behavior
1000(2)
11.8 Inelastic Buckling
1002(31)
Chapter Summary and Review
1008(3)
Problems
1011(18)
Some Additional Review Problems
1029(4)
References and Historical Notes 1033(9)
Appendix A: Systems of Units 1042(8)
Appendix B: Problem Solving 1050(8)
Appendix C: Mathematical Formulas 1058(5)
Appendix D: Review of Centroids and Moments of Inertia 1063(26)
Appendix E: Properties of Plane Areas 1089(6)
Appendix F: Properties of Structural-Steel Shapes 1095(6)
Appendix G: Properties of Structural Timber 1101(1)
Appendix H: Deflections and Slopes of Beams 1102(6)
Appendix I: Properties of Materials 1108(5)
Answers to Problems 1113(37)
Index 1150
Barry John Goodno is Professor of Civil and Environmental Engineering at Georgia Institute of Technology. He joined the Georgia Tech faculty in 1974. He was an Evans Scholar and received his B.S. in Civil Engineering from the University of Wisconsin, Madison, and his M.S. and Ph.D. degrees in Structural Engineering from Stanford University. He holds a professional engineering license (P.E.) in Georgia, is a Distinguished Member of ASCE and an Inaugural Fellow of SEI and has held numerous leadership positions within ASCE. He is a member of the Engineering Mechanics Institute (EMI) of ASCE and is a past president of the ASCE Structural Engineering Institute (SEI) Board of Governors. He is also past-chair of the ASCE-SEI Technical Activities Division (TAD) Executive Committee and past-chair of the ASCE-SEI Awards Committee. In 2002, Dr. Goodno received the SEI Dennis L. Tewksbury Award for outstanding service to ASCE-SEI. He received the departmental award for Leadership in Use of Technology in 2013 for his pioneering use of lecture capture technologies in undergraduate statics and mechanics of materials courses at Georgia Tech. Dr. Goodno is also a member of the Earthquake Engineering Research Institute (EERI) and has held leadership positions within the NSF-funded Mid-America Earthquake Center (MAE), directing the MAE Memphis Test Bed Project. Dr. Goodno has carried out research, taught graduate courses and published extensively in areas of earthquake engineering and structural dynamics during his tenure at Georgia Tech. Like co-author and mentor James Gere, he has completed numerous marathons including qualifying for and running the Boston Marathon in 1987. James M. Gere (1925-2008) earned his undergraduate and M.A. degrees in Civil Engineering from the Rensselaer Polytechnic Institute, where he worked as instructor and research associate. He was awarded one of the first NSF Fellowships and studied at Stanford, where he earned his Ph.D. He joined the faculty in Civil Engineering, beginning a 34-year career of engaging his students in mechanics, structural and earthquake engineering. Dr. Gere served as Department Chair and Associate Dean of Engineering and co-founded the John A. Blume Earthquake Engineering Center at Stanford. Dr. Gere also founded the Stanford Committee on Earthquake Preparedness. He was one of the first foreigners invited to study the earthquake-devastated city of Tangshan, China. Although he retired in 1988, Dr. Gere continued to be an active, valued member of the Stanford community. Known for his cheerful personality, athleticism and skill as an educator, Dr. Gere authored nine texts on engineering subjects starting with this leading book, MECHANICS OF MATERIALS, which was inspired by teacher and mentor Stephan P. Timoshenko. His other well-known textbooks, used in engineering courses around the world, include: THEORY OF ELASTIC STABILITY, co-authored with S. Timoshenko; MATRIX ANALYSIS OF FRAMED STRUCTURES and MATRIX ALGEBRA FOR ENGINEERS, both co-authored with W. Weaver; MOMENT DISTRIBUTION; EARTHQUAKE TABLES: STRUCTURAL AND CONSTRUCTION DESIGN MANUAL, co-authored with H. Krawinkler; and TERRA NON FIRMA: UNDERSTANDING AND PREPARING FOR EARTHQUAKES, co-authored with H. Shah. In 1986 he hiked to the base camp of Mount Everest, saving the life of a companion on the trip. An avid runner, Dr. Gere completed the Boston Marathon at age 48 in a time of 3:13. Dr. Gere is remembered as a considerate and loving man whose upbeat humor always made aspects of daily life and work easier.