出版时间:2004-2 出版社:清华大学出版社 作者:J.N.Goodier,S.P.Timoshenko 页数:567
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前言
本书是弹性理论世界名著和经典教材。作者编写本书的宗旨是:把弹性理论中必要的基本知识以简明易懂的方式传授给工程师们。叙述由浅入深,物理概念清晰,数学推导力求浅显。选材时十分重视工程应用,汇集了不少实际应用中极为重要的弹性理论典型解例。本书的第一、第二版分别出版于1934年和1951年。1970年出版的第三版又进行了审查、删减、增补和调整,反映了自第二版问世后应用弹性理论领域的最新进展。因第一作者铁摩辛柯教授于1972年5月逝世,此后再无出版新版。如今到了公元21世纪,美国土木工程、矿山治金与石油工程、机械工程、电工电子工程和化学工程等五个国家级工程协会联合精选了一套10本高水平的经典著作作为“工程科学专著”出版,其中唯有铁摩辛柯一人有3本著作(本书及其姐妹篇“弹性稳定理论”、“板壳理论”)被列选,可见作者及本书影响之深远。本书在我国的影响也很大。其第二版由徐芝纶和吴永桢翻译成中文,于1964年由高等教育出版社出版。在第二版译文的基础上徐芝纶又完成了第三版的翻译工作,由高等教育出版社于1990年出版。我国工科院校广泛采用的弹性力学教材,例如徐芝纶教授编著的“弹性力学”,大多继承了本书的体系和风格,因此本书是我国弹性力学课程首选的英文教材或参考书。全书共分14章:第1章绪论,第2章平面应力和平面应变,第3章直角坐标中的二维问题,第4章极坐标中的二维问题,第5章光弹性与云纹实验方法,第6章曲线坐标中的二维问题,第7章三维应力和应变问题,第8章一般定理,第9章简单的三维弹性问题,第10章扭转,第11章杆的变曲,第12章回转体中的轴对称应力和变形,第13章热应力,第14章弹性固体介质中波的传播。最后有一附录,讲述差分方程在弹性理论中的应用。书中附有习题供读者练习,还附有大量参考文献引导读者对相关问题作更为深入的研究。本书可作为高等学校弹性力学课程的英文教科书或教学参考书,也是科研与工程技术人员值得珍藏的世界名著。
内容概要
本书是弹性理论世界名著和经典教材。全书14章,包括绪论、平面应力和平面应变、直角坐标中的二维问题、极坐标中的二维问题、一般定理、简单的三维弹性问题、扭转、杆的弯曲、回转体中的轴对称应力和变形、热应力、弹性固体介质中波的传播。最后有一附录,讲述差分方程在弹性理论中的应用。书中附有习题供读者练习,还附有大量注释文献引导读者对相关问题作更为深入的研究。 本书可作为高等院校弹性力学课程的英文教科书或教学参考书,也是科研与工程技术人员值得珍藏的世界名著。
书籍目录
Preface to the Third EditionPreface to the Second EditionPreface to the First EditionNotationChapter 1 Introduction 1. Elasticity 2. Stress 3. Notation for Forces and Stresses 4. Componts of Stress 5. Components of Strain 6. Hooke's Law 7. Index 's Law problemsChapter 2 Plane Stress and Plane Strain 8. Plane Stree 9. Plane Stain 10. Stress at a Point 11. Strain at a Point 12. Measurement of Surface Strains 13.Construction of Mohr Strain Circle for Strain Rosette 14.Differential Epuations of Equilibrium 15. Boundary Conditions 16. Compatibility Equations 17 Stress Function 18 Stree Function ProblemsChapter 3 Two dimensional Problems in Rectangular Coordinates ……Chapter 4 Two-dimensional Problems in Polar CoordinatesChapter 5 Photoelastic and Moire Experimental MethodsChapter 6 Two-dimensional Problems in Curvilinear CoordinatesChapter 7 Analysis of Stress and Strain in Three DimensionsChapter 8 General TheoremsChapter 9 Elementary Problems of Elasticity in Three DimensionsChapter 10 TorsionChapter 11 Bending of BarsChapter 12 Axisymmetric Stress and Deformation in a Solid of RevolutionChapter 13 Thermal StressChapter 14 The Propagation of Waves in Elastic Solid Media Appendix The Application of Finite differience Equations in ElaticityName InedxSubject Index
章节摘录
插图:Almost all engineering materials possess to a certain extent the propertyof elasticity.If the external forces producing deformation do not exceeda certain limit, the deformation disappears with the removal of the forces.Throughout this book it will be assumed that the bodies undergoing theaction of external forces are perfectly elastic, i.e., that they resume theirinitial form completely after removal of the forces. Atomic structure will not be considered here.It will be assumed thatthe matter of an elastic body is homogeneous and continuously distributedover its volume so that the smallest element cut from the body possessesthe same specific physical properties as the body.To simplify the dis-cussion it will also be assumed that for the most part the body is isotropic,i.e., that the elastic properties are the same in all directions.Structural materials do not satisfy the above assumptions completely.Such an important material as steel, for instance, when studied with amicroscope, is seen to consist of crystals of various kinds and variousorientations.The material is very far from being homogeneous, butexperience shows that solutions of the theory of elasticity based on theassumptions of homogeneity and isotropy can be applied to steel struc-tures with very great accuracy.The explanation of this is that the crys-tals are very small, usually there are millions of them in one cubic inch ofsteel.While the elastic properties of a single crystal may be very differ-ent in different directions, the crystals are ordinarily distributed at ran-dom and the elastic properties of larger pieces of metal represent aver-ages of properties of the crystals.
编辑推荐
《弹性理论》特色:是弹性理论世界名著和经典教材。作者的宗旨是:把弹性理论中必要的基本知识以简明易懂的方式传授给工程师们。叙述由浅入深,物理概念清晰,数学推导力求浅显。重视工程应用,汇集了不少实际应用中极为重要的弹性理论典型解例。附有习题供读者练习,还附有大量注释文献引导读者对相关问题作更深入的研究。
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