材料力学

出版时间：2011-7  出版社：机械工业出版社  作者：（美）盖尔　著，（美）古德诺　著  页数：782  

内容概要

《材料力学(英文版)(原书第7版)》叙述简洁、插图清晰、精美。第7版更新了习题，渗透了作者在该领域的新思想，更为精炼。更加可读。《材料力学(英文版)(原书第7版)》融汇、贯通了著名力学家和教育家铁摩辛柯(S．P．Timoshenko)的力学教育理念，有利于初学者从个别到一般，由感性到理性地把握该门课程。该书共12章，内容包括拉伸、压缩和剪切，轴向载荷构件，扭转变形，剪切力和弯矩，梁的应力，应力和应变分析，水平应力应用，梁的挠度，超静定梁，柱。矩心和转动惯量等，供读者阅读参考。

作者简介

作者：（美国）盖尔（James M.Gere） （美国）吉德诺（Barry J.Goodno）

书籍目录

Contents
Preface
1.Tension，Compression，and Shear
  1.1 Introduction to Mechanics of Materials
  1.2 Normal Stress and Strain
  1.3 Mechanical Properties of Materials
  1.4 Elasticity，Plasticity，and Creep
  1.5 Linear Elasticity.Hooke'S Law.and Poisson'S Ratio 1
  1.6 Shear Stress and Strain
  1.7 Allowable Stresses and Allowable Loads
  1.8 Design for Axial Loads and Direct Shear
  Problems
2. Axially Loaded Members
  2.1 IntroductiOn
  2.2 Changes in Lengths of Axially Loaded Members
  2.3 Changes in Lengths under Nonuniform Conditions
  2.4 Statically Indeterminate Structures
  2.5 Thermal Effects.Misfits.and PrestrairlS
  2.6 Stresses on Inclined Sections
  2.7 Strain Energy
  2.8 Impact Loading
  2.9 Repeated Loading and Fatigue
  2.10 Stress Concentrations
  2.11 Nonlinear Behavior
  2.12 Elastoplastic Analysis
  Problems
3.TOrsion
  3.1 IntrOductiOn
  3.2 TDrsional Deformations of a Circular Bar
  3.3 Circular Bars of Linearly Elastic Materials
  3.4 Nonuniform Torsion
  3.5 Stresses and Strains in Pure Shear
  3.6 Relationship Between Moduli of Elasticity E and G
  3.7 Transmission of Power bv Circular ShaftS
  3.8 Statically Indeterminate Torsional Members
  3.9 Strain Energy in Torsion and Pure Shear
  3.10 Thin-Walled Tubes
  3.11 Stress COncentrations in Torsion
  Problems
4.Shear FoFees and Bending Moments
  4.1 Introduction
  4.2 Types of Beams.LoadS.and Reactions
  4.3 Shear Forces and Bending Moments
  4.4 Relationships Between Loads.Shear Forces.and Bending Moments
  4.5 Shear-Force and Bending-Moment Diagrams
  Problems
5.Stresses in Bcams（Basic Topics）
  5.1 InLroduction
  5.2 Pure Bending and Nonuniform Bending
  5.3 Curvature of a Beam
  5.4 Longitudinal Strains in Bearns
  5.5 Normal Stresses in Beams fLinearly Elastic Materialsl
  5.6 Design of Beams for Bending Stresses
  5.7 Nonprismatic Beams
  5.8 Shear Stresses in Bcams of Rectangular Cross Section
  5.9 Shear Stresses in Beams of Circular Cross Section
  5.10 Shear Stresses in the Webs 0f Bearns with Flanges
  5.11 Built-UP Beams and Shear Flow
  5.12 Beams with Axial Loads
  5.13 Stress Concentrations in Bending
  Problems
6. Stresses in Bcams（Advanced Topics）
  6.1 IntrOduction
  6.2 Composite Beams
  6.3 Transformed-Section Method
  6.4 Doubly Symmetric Beams with Inclined Loads
  6.5 Bending Of Unsymmetric Beams
  6.6 The Shear-Center Concept 3
  6.7 Shear Stresses in Bearns of Thin-Walied Open Cross Sections
  6.8 Shear Stresses in Wide.Flange Bcams
  6.9 Shear Centers of Thin-Wlied Open Sections
  6.10 Elastoplastic Bending
  Problems
7.Analysis of Stress and Strain
  7.1 Introduction
  7.2 Plane Stress
  7.3 Principal Stresses and Maximum Shear Stresses
  7.4 Mohr'S Circle for Plane Stress
  7.5 Hooke'S Law for Plane Stress
  7.6 Triaxial Stress
  7.7 Plane Strain
  Problems
8.Applications of Plane Stress（Pressure Vessels，Beams，and Combined
Loadings）
  8.1 Introduction
  8.2 Spherical Pressure Vessels
  8.3 Cylindrical Pressure Vessels
  8.4 Maximum Stresses in Beams
  8.5 Combined Loadings
  Problems
9.Deflections of Bearns
  9.1 Introduction
  9.2 Differential Equations of the Deflection Curve
  9.3 Deflections by Integration of the Bending-Moment Equation
  9.4 Deflections by Integration of the Shear-Force and Load
Equations
  9.5 Method of Superposition
  9.6 Moment-Area Method
  9.7 Nonprismatic Beams
  9.8 Strain Energy of Bending
  9.9 Castigliano'S Theorem
  9.10 Deflections Produced by Impact
  9.11 Temperature Effects
  Problems
10.Statically Indeterminate Beams
  10.1 Introduction
  10.2 Types of Statically Indeterminate Beams
  10.3 Analysis by the Differential Equations of the Deflection
Curve
  10.4 Method of Superposition
  10.5 Temperature Efiects
  10.6 Longitudinal Displacements at the Ends of a Beam
  Problems
11.Columns
  11.1 Introduction
  11.2 Buckling and Stability
  11.3 Columns with Pinned Ends
  11.4 Columns with Other Support Conditions
  11.5 Columns with Eccentric Axial Loads
  11.6 The Secant Formula for Columns
  11.7 Elastic and Inelastic Column Behavior
  11.8 Inelastic Buckling
  Problems
12.Review of Centroids and Moments of Inertia
  12.1 Introduction
  12.2 Centroids of Plane Areas
  12.3 Centroids of Composite Ateas
  12.4 Moments of Inertia of Plane Areas
  12.5 Parallel-Axis Theorem for Moments of Inertia
  12.6 Polar Moments of Inertia
  12.7 Products of Inertia
  12.8 Rotation of Axes
  12.9 Principal Axes and Principal Moments of Inertia
  Problems
References and Historical Notes
Appendix A：Systems of Units and Conversion Factors
Appendix B：Problem Solving
Appendix C：Mathematical Formulas
Appendix D：Properties of Plane Areas
Appendix E：Properties of Structural-Steel Shapes
Appendix F：Properties of Solid Timber
Appendix G：Deflections and Slopes of Beams
Appendix H：Properties of Materials
Answers to Problems
Index

章节摘录

版权页：插图：Measurement systems have been a necessity since people first began to build and barter, and everyancient culture developed some sort of measurement system to serve its needs. Standardization ofunits took place gradually over the centuries, often through royal edicts. Development of the BritishImperial System from earlier measurement standards began in the 13th century and was well estab-lished by the 18th century. The British system spread to many parts of the world, including the UnitedStates, through commerce and colonization. In the United States the system gradually evolved into theU.S. Customary System （USCS） that is in common use today.The concept of the metric system originated in France about 300 years ago and was formalized inthe 1790s, at the time of the French Revolution. France mandated the use of the metric system in 1840,and since then many other countries have done the same. In 1866 the United States Congress legalizedthe metric system without making it compulsory.A new system of units was created when the metric system underwent a major revision in the1950s. Officially adopted in 1960 and named the International System of Units （Systeme Interna-tional d'Unites）, this newer system is commonly referred to as SI. Although some SI units are thesame as in the old metric system, SI has many new features and simplifications. Thus, SI is animproved metric system.Length, time, mass, and force are the basic concepts of mechanics for which units of measurementare needed. However, only three of these quantities are independent since all four of them are relatedby Newton's second law of motion.

编辑推荐

《材料力学(英文版)(原书第7版)》：时代教育•国外高校优秀教材精选。

用户评论 (总计26条)

•   书写的不错，铁摩辛柯系列教材都很好，学习的同时还能联系英语，挺好
•   看看啥叫专注吧。材料学科的经典。不可不读。
•   书的包装和印刷都挺好的，至于内容，我还没看完，不过是我们老师力荐的，应该会挺不错的
•   书的内容很经典，确实是本历经数代人心血的书，书的纸质一般
•   这个书就是我想要的 快递速度也很给力
•   很棒的东西 内容很棒 值得看看
•   很好，比国内的一些教科书要好一些
•   大师作品就是不同凡响！相比我们国内很多教材不得不让我们汗颜哪！！！
•   总体上不错，就是纸质不怎么太好，而且纸张好多有问题。。。
•   原版比中文版，说实话，在概念理解上要更加容易，解释得更加到位，中文翻译的有点望文生义
•   表示这本书非常不错，虽然全是英文不过会尽力去看完，送的非常及时
•   著名作者的材料力学教材。。外国学者的文笔和思路与国内砖家真是天壤之别。
•   很经典的材料力学书
•   纸张的质量一般。不过价格可以接受，一般英文版的书，都挺贵的。
•   字比较小，纸张有点薄，不过还不错，我在意的是内容。
•   不知道能不能退货 这本书 我是学建筑的 结果 这本书大部分是讲机械的 .....
•   从郑州仓库发货，到郑州东大学城，走了一个星期&;hellip;&;hellip;&;hellip;&;hellip;
•   这装订 的太不咋样了，和其他的英文教材根本不是一个档次，乃至我们大家一致认为是盗版，我…… 保持沉默
•   原版内容很好，但是纸张很薄，而且不是彩印（国外原版是彩印的）。
•   很经典的教程，内容丰富
•   有点厚 目前看起来还有点吃力
•   经典国外教材，铁木辛柯经典系列
•   书的纸张质量不好，太薄，申请补的发票，都一个多月了还没有寄送，商家的态度也太不负责任了
•   内容详细，易懂，对于自学者非常有帮助。例题和习题很实际，引起学习的兴趣，值得一看！
•   1、与美国的相比（同是第七版），居然少了几百页，谁能解释一下少了什么；2、弯矩图画在受压一侧，不太习惯；3、纸张太薄太薄，不过还算白。
•   着本书不错，就事论道！值得chewing.