材料力学
￥ 46.52 7.2折 ￥ 64.4 九五品
仅1件
北京通州
认证卖家担保交易快速发货售后保障
作者(美)希伯勒 著
出版社高等教育出版社
ISBN9787040140088
出版时间2004-02
版次1
装帧平装
开本16开
纸张胶版纸
页数848页
字数99999千字
定价64.4元
上书时间2024-05-29
商品详情
- 品相描述：九五品
- 商品描述
-
基本信息
书名:材料力学
定价：64.4元
作者:(美)希伯勒 著
出版社：高等教育出版社
出版日期：2004-02-01
ISBN：9787040140088
字数：400000
页码：848
版次：1
装帧：平装
开本：16开
商品重量：
编辑推荐
美国R.C.Hibbeler著Mechanics ofMaterials（第5版）是典型的美式教材,它具有以下一些特点: 基本概念、基本原理的叙述简明、准确、便于掌握; 强调理论应用,配有大量例题和习题,多来自实际问题,有利于应用理论解决实际问题能力的培养; 关注学习方法的指导,详尽介绍各类问题的解决思路、方法、技巧,便于自学。 与本套书同时引进的还有R.C.Hibbeler编著的EngineeringMechanics——Statics与Dynamics(0版)。
内容提要
本书重视基本概念、基本理论与基本方法的讲述，思路清晰，层次分明，既简明易懂，又论述严谨。全书选编了211个例题，通过这些例题，许多解题的方法与技巧，得到了具体而生动地揭示，提高了学生分析问题的能力。许多节的后面，均安排了"重点"与"分析方法"，这些提示对主要概念、理论与方法进行了高度概括，论述精要，对学生学习有很大的帮助。本书与第2章分别讲述应力与应变的概念。第3章介绍材料的力学性能。第4，5与第6各章分别论述构件在轴向加载、扭转与弯曲时的应力与变形，涵盖线弹性与非弹性，涉及应力集中与残余应力。第7章研究梁横向剪切时的应力，包括薄壁梁的剪流与剪心。第8章讨论组合载荷问题。第9与O章分别讲述应力与应变的变换，在0章还介绍了失效理论。1章介绍梁与轴的设计，2章研究梁与轴的位移。3章讲述柱的稳定性。4章讲述能量法，包括虚功原理、单位载荷法、卡氏定理与冲击载荷问题。关于截面的几何性质则集中在附录A给出。本书是一本优秀教材，其内容与我国当前高等工科院校材料力学的教学要求也相当接近，本书既可作为进行双语教学材料力学课程的基本教材，也可作为学习材料力学课程的主要参考书。
目录
PREFACE1 STRESS 1.1 introductio 1.2 equilibrium of a deformable Body 1.3 stress 1.4 Average Normal stress in an Axially loaded bar 1.5 Average shear stress 1.6 Allowable stress2 STRAIN 2.1 deformatio 2.2 strai3 mechanical properties of materials 3.1 The tension and compression test 3.2 The stress-Strain Diagram 3.3 stress-strain behavior of ductile and brittle materials 3.4 Hooke’s law 3.5 strain energy 3.6 Poisson’s ratio 3.7 the shear stress-strain diagram 3.8 failure of materials due to creep and fatigue4 axial load 4.1 Saint-Venant’s principle 4.2 Elastic deformation of an axially loaded member 4.3 principle of superpositio 4.4 statically indeterminate axially loaded member 4.5 the force method of analysis for axially loaded members 4.6 thermal stress 4.7 stress concentrations 4.8 inelastic axial deformatio 4.9 residual stress5 torsio 5.1 Torsional deformation of a circular shaft 5.2 the torsion formula 5.3 power transmissio 5.4 angle of twist 5.5 statically indeterminate torque-loaded members 5.6 solid noncircular shafts 5.7 thin-walled tubes having closed cross sectio 5.8 stress concentratio 5.9 inelastic torsio 5.10 residual stress6 bending 6.1 shear and moment diagrams 6.2 graphical method for constructing shear and momentdiagrams 6.3 bending deformation of a straight member7 TRANSVERSE SHEAR 7.1 Shear in Straight Members 7.2 The Shear Formula 7.3 Shear Stresses in Beams 7.4 Shear Flow in Built-up Members 7.5 Shear Flow in Thin-Walled Members 7.6 Shear Center8 COMBINED LOADINGS 8.1 Thin-Walled Vessels 8.2 State of Stress Caused by Combined Loadings9 STRESS TRANSFORMATION 9.1 Plane-Stress Transformatio 9.2 General Equations of Plane-Stress Transformatio 9.3 Principal Stresses and Maximum In-Plane Shear Stress 9.4 Mohr’s Circle——Plane Stress 9.5 Stress in Shafts Due to Axial Load and Torsio 9.6 Stress Variations Throughout a Prismatic Beam 9.7 Absolute Maximum Shear Stress10 STRAIN TRANSFORMATION 10.1 Plane Strai 10.2 General Equations of Plane-Strain Transformatio 10.3 Mohr's Circle——Plane Strai 10.4 Absolute Maximum Shear Strai 10.5 Strain Rosettes 10.6 Material-Property RelatiOnshiDs5 10.7 Theories of Failure11 DESIGN OF BEAMS AND SHAFTS 11.1 Basis for Beam Desig 11.2 Prismatic Beam Desig 11.3 Fully Stressed Beams 11.4 Shaft Desig12 DEFLECTIONS OF BEAMMS AND SHAFIS 12.1 The Elastic Curve 12.2 Slope and Displacement by Integratio 12.3 Discontinuity Functions 12.4 Slope and Displacement by the Moment-Area Method 12.5 Method of Superpositio 12.6 Statically Indeterminate Beams and Shafts 12.7 Statically Indeterminate Beams and Shafts-Method ofIntegratio 12.8 Statically Indeterminate Beams and Shafts Moment-AreaMethod 12.9 Statically Indeterminate Beams and Shaft-Method ofSuperpositio13 BUCKLING OF COLUMNS 13.1 critical Load 13.2 Ideal Column with Pin Supports 13.3 Columns Having Various Types of Supports 13.4 The Secant Formula 13.5 Inelastic Buckling 13.6 Design of Columns for Concentric Loading 13.7 Design of Columns for Eccentric Loading14 ENERGY METHODS A GEOMETRIC PROPERTIES OF AN AREA B GEOMETRICAL PROPERTIES OF STRUCTURAL SHAPES C SLOPES AND DEFLECTIONS OF BEAMS D REVIEW FOR THE FUNDAMENTALS OF ENGINEERING EXAMANSWERSINDEX
作者介绍
序言
-
【封面】
— 没有更多了 —
以下为对购买帮助不大的评价