Universidad Autónoma de Occidente

Advanced Mechanics of Materials / (Record no. 2315)

MARC details
000 -CABECERA
campo de control de longitud fija 07022 a2200229 4500
008 - DATOS DE LONGITUD FIJA--INFORMACIÓN GENERAL
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020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 0471551570
040 ## - FUENTE DE CATALOGACIÓN
Centro catalogador/agencia de origen GAMADERO2
Lengua de catalogación Español
Centro/agencia transcriptor GAMADERO2
100 ## - ENTRADA PRINCIPAL--NOMBRE DE PERSONA
Nombre de persona Arthur P -Richard J-Omar M
245 ## - MENCIÓN DEL TÍTULO
Título Advanced Mechanics of Materials /
250 ## - MENCION DE EDICION
Mención de edición 5
260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC.
Nombre del editor, distribuidor, etc. John Wiley & sons
300 ## - DESCRIPCIÓN FÍSICA
Extensión 811 páginas
Otras características físicas Ilustraciones, Tablas y Gráficas
Dimensiones 25.5 cm x 18 cm
504 ## - NOTA DE BIBLIOGRAFÍA, ETC.
Nota de bibliografía, etc. Incluye Referencias Bibliográficas
505 ## - NOTA DE CONTENIDO CON FORMATO
Nota de contenido con formato FUNDAMENTAL CONCEPTS<br/><br/>1 Introduction<br/><br/>1.1 The Role of Design 3<br/><br/>1.2 Topics Treated in This Book<br/><br/>4<br/><br/>1.3 Load-Stress and Load-Deflection Relations<br/><br/>5<br/><br/>1.4 Stress-Strain Relations<br/><br/>8<br/><br/>1.5 Failure and Limits on Design<br/><br/>17<br/><br/>Problems 24<br/><br/>References 26<br/><br/>2 Theories of Stress and Strain<br/><br/>2.1 Definition of Stress at a Point<br/><br/>28<br/><br/>2.2 Stress Notation 30<br/><br/>2.3 Symmetry of the Stress Array and Stress on an Arbitrarily Oriented Plane 32<br/><br/>2.4 Transformation of Stress. Principal Stresses.<br/><br/>Other Properties 35<br/><br/>2.5 Differential Equations of Motion of a Deformable Body<br/><br/>52<br/><br/>2.6 Deformation of a Deformable Body<br/><br/>56<br/><br/>2.7 Strain Theory. Transformation of Strain.<br/><br/>Principal Strains 57<br/><br/>2.8 Small-Displacement Theory<br/><br/>64<br/><br/>2.9 Strain Measurement. Strain Rosettes.<br/><br/>73<br/><br/>Problems 75<br/><br/>References<br/><br/>84<br/><br/>3 Linear Stress-Strain-Temperature Relations<br/><br/>3.1 First Law of Thermodynamics. Internal-Energy Density. Complementary Internal-Energy Density 85<br/><br/>3.2 Hooke's Law: Anisotropic Elasticity<br/><br/>3.3 Hooke's Law: Isotropic Elasticity<br/><br/>90<br/><br/>92<br/><br/>3.4 Equations of Thermoelasticity for Isotropic 99<br/><br/>Materials<br/><br/>3.5 Hooke's Law: Orthotropic Materials<br/><br/>101<br/><br/>Problems<br/><br/>References<br/><br/>110<br/><br/>112<br/><br/>4 Inelastic Material Behavior<br/><br/>4.1 Limitations of the Use of Uniaxial Stress-Strain Data<br/><br/>4.2 Nonlinear Material Response<br/><br/>116<br/><br/>4.3 Yield Criteria: General Concepts<br/><br/>126<br/><br/>4.4 Yielding of Ductile Metals<br/><br/>130<br/><br/>4.5 Alternative Yield Criteria<br/><br/>140<br/><br/>4.6 Comparison of Failure Criteria for General Yielding<br/><br/>Problems<br/><br/>References<br/><br/>154<br/><br/>162<br/><br/>113<br/><br/>113<br/><br/>144<br/><br/>5 Applications of Energy Methods<br/><br/>163<br/><br/>5.1 Principle of Stationary Potential Energy<br/><br/>163<br/><br/>5.2 Castigliano's Theorem on Deflections<br/><br/>169<br/><br/>5.3 Castigliano's Theorem on Deflections for Linear<br/><br/>Load-Deflection Relations 173<br/><br/>5.4 Deflections of Statically Determinate Structures<br/><br/>5.5 Statically Indeterminate Structures<br/><br/>196<br/><br/>Problems 208<br/><br/>References 232<br/><br/>PART II<br/><br/>CLASSICAL TOPICS IN ADVANCED MECHANICS<br/><br/>235<br/><br/>237<br/><br/>6 Torsion<br/><br/>179<br/><br/>6.1 Torsion of a Prismatic Bar of Circular<br/><br/>Cross Section 237<br/><br/>6.2 Saint-Venant's Semiinverse Method 243<br/><br/>6.3 Linear Elastic Solution 248<br/><br/>6.4 The Prandtl Elastic-Membrane (Soap-Film) Analogy<br/><br/>253<br/><br/>6.5 Narrow Rectangular Cross Section<br/><br/>257<br/><br/>6.6 Hollow Thin-Wall Torsion Members. Multiply Connected 260<br/><br/>Cross Section<br/><br/>6.7 Thin-Wall Torsion Members with Restrained Ends 266<br/><br/>6.8 Numerical Solution of the Torsion Problem<br/><br/>6.9 Fully Plastic Torsion 277<br/><br/>274<br/><br/>Problems<br/><br/>283<br/><br/>References<br/><br/>291<br/><br/>7 Nonsymmetrical Bending of Straight Beams<br/><br/>7.1 Definition of Shear Center in Bending. Symmetrical and Nonsymmetrical Bending 293<br/><br/>7.2 Bending Stresses in Beams Subjected to Nonsymmetrical Bending 302<br/><br/>7.3 Deflections of Straight Beams Subjected to Nonsymmetrical Bending 312<br/><br/>7.4 Effect of Inclined Loads 316<br/><br/>7.5 Fully Plastic Load for Nonsymmetrical Bending<br/><br/>Problems<br/><br/>References<br/><br/>320<br/><br/>330<br/><br/>318<br/><br/>8 Shear Center for Thin-Wall Beam Cross Sections<br/><br/>8.1 Approximations for Shear in Thin-Wall Beam Cross Sections 331<br/><br/>8.2 Shear Flow in Thin-Wall Beam Cross Sections<br/><br/>8.3 Shear Center for a Channel Section 336<br/><br/>334<br/><br/>8.4 Shear Center of Composite Beams Formed from Stringers and<br/><br/>Thin Webs 342<br/><br/>8.5 Shear Center of Box Beams<br/><br/>346<br/><br/>Problems<br/><br/>350<br/><br/>References<br/><br/>361<br/><br/>9. Curved Beams<br/><br/>9.1 Introduction 362<br/><br/>9.2 Circumferential Stresses in a Curved Beam<br/><br/>363<br/><br/>9.3 Radial Stresses in Curved Beams 373<br/><br/>9.4 Correction of Circumferential Stresses in Curved Beams Having I-, T-, or Similar Cross Sections 379<br/><br/>9.5 Defections of Curved Beams 385<br/><br/>9.6 Statically Indeterminate Curved Beams. Closed Ring Subjected to a Concentrated Load 391<br/>
520 ## - RESUMEN, ETC.
Resumen, etc. INTRODUCTION<br/><br/>In this chapter, we present general concepts and definitions that are fundamental to many of the topics discussed in this book. The chapter serves also as a brief guide and introduction to the remainder of the book. The reader may find it fruitful to refer to this chapter, from time to time, in conjunction with the study of topics in other chapters.<br/><br/>THE ROLE OF DESIGN<br/><br/>This book emphasizes the methods of mechanics of materials and applications to the analysis and design of components of structural/machine systems. As such, it is directed to aeronautical, civil, mechanical, and nuclear engineers, as well as to specialists in the field of theoretical and applied mechanics. As engineers, we are problem solvers. The problems that we solve encompass practically all fields of human activity. We solve problems related to buildings, transportation (including automotive, rail, water, air and outer-space travel), water systems (e.g., dams and pipelines), manufacturing, specialized medical equipment, communication systems, computers, hazardous wastes, etc. These problems are generally encountered in the design, manufacture, and construction of engineering systems. Ordinarily, these systems are not built or manufactured before the design process is completed. The design process usually involves the development of many drawings and/or CAD files to describe the final system. One of the major purposes of the design process is to analyze or evaluate various design alternatives before a final design is selected. One of the simplest objectives of the analysis is to ensure that all components of the system will fit together and function properly. More complicated analysis involves the evaluation of forces in the proposed design to ensure that each component of the system functions properly (for instance, safely withstands loads or does not undergo excessive displacements). This analysis is essential in the process of refining the design to meet required conditions such as adequate strength, minimum weight, and minimum cost of production.<br/><br/>The process of refining the design can be very complicated and extremely time-consuming. For example, consider the design of a space vehicle, such as the shuttle. After the shuttle's mission or use has been established, the designer must decide on the shape of the vehicle and the materials to be used. The designer must analyze the vehicle's structure to determine if it is strong and stiff enough to withstand the aerodynamic and thermal loads to which it will be subjected.
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Tipo de ítem Koha Libro
Fuente del sistema de clasificación o colocación Clasificación Decimal Dewey
945 ## - CATALOGADORES
Número del Creador del Registro 1
Nombre del Creador del Registro admin
Número de último modificador del registro 1261
Nombre del último modificador del registro Jenny Viridiana Quiroz Linares
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    Clasificación LC, Biblioteca del Congreso   LCC   Colección General CI Gustavo A. Madero 2 CI Gustavo A. Madero 2 Sala General 28/10/2025 Donación 2 Donación   LCC 28/10/2025 1 28/10/2025 Libro

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