1、材料力学双语教学学习资料英汉对照材料力学双语教学学习资料 第一章 绪 论 Chapter 1 Introduction1-1 材料力学的任务The Tasks of Mechanics of Materials1. 材料力学: Mechanics of Materials2. 构件: Structural Members3. 变形: Deformation4. 强度: Strength5. 刚度: Rigidity6. 稳定性: Stability1-2 变形固体的基本假设Fundamental Assumptions of Solid Deformation Bodies1. 连续性假设:
2、Continuity2. 均匀性假设: Homogeneity3. 各向同性假设: Isotropy1.3 外力及其分类External Forces and Classification1. 分布力: Distributed Force2. 集中力: Point Force3. 静载荷: Static Load4. 动载荷: Dynamic Load1.4 内力、截面法和应力的概念Concepts of Internal Forces, Method of Section and Stress1. 内力: Internal Force2. 截面法: Method of Section3. 截
3、面法的三个步骤:截开,代替,平衡Three steps of method of section: cut off, substitute , and equilibrium.4. 应力: Stress5. 平均应力:Average stress6. 应力(全应力): Whole stress(sum stress)7. 正应力: Normal Stress8. 剪应力(切应力):Shearing Stress1.5 变形与应变Deformation and Strain1 线应变: Strain2 剪应变: Shearing Strain1.6 杆件变形的基本形式Basic Types of
4、 Deformations of Rods1. 拉伸或压缩: Tension or Compression2. 剪切: Shear3. 扭转: Torsion4. 弯曲: Bending第二章 拉伸、压缩与剪切Chapter 2 Tension,Compression and Shear2.1 轴向拉伸与压缩的概念和实例The Concept and Examples of Axial Tension and Compression1. 拉杆: Tensile Rod2. 压杆: Compressive Rod3. 受力特点:外力合力的作用线与杆轴线重合 Characteristic of t
5、he External Forces: The acting line of the resultant of external forces is coincided with the axis of the rod.4. 变形特点:杆沿轴向伸长或缩短Characteristic of Deformation: Rod will elongate or contract along the axis of the rod.2.2 轴向拉伸或压缩时横截面上的内力和应力Internal Force and Stress of Axial Tension or Compression on the
6、 Cross Section1. 横截面: Cross Section2. 轴力: Normal Force3. 轴力图: Diagram of Normal Force2.3 直杆轴向拉伸或压缩时斜截面上的应力Stress of Axial Tension or Compression on the Skew Section1. 斜截面: Skew Section2. 2.4 材料在拉伸时的力学性能Mechanical Properties of Materials with Tensile Load1. 标准试件: Specimen2. 低碳钢(C0.3%): Low Carbon Ste
7、el3. 弹性阶段:Elastic Region4. 屈服阶段:Yielding Stage5. 强化阶段:Hardening Stage6. 颈缩阶段: Necking Stage7.p-比例极限: Proportional Limit8.e-弹性极限: Elastic Limit9.s-屈服极限: Yielding Stress10.b-强度极限: Ultimate Stress11. 延伸率: Percent Elongation12. 断面收缩率: Percent Reduction of Area13. 塑性材料: Ductile Materials14. 脆性材料: Brittle
8、 Materials15. 铸铁:Cast iron2.7 失效、安全系数和强度计算Failure, Safety factor and Strength calculation1. 许用应力: Allowable Stress2. 安全系数: Safety Factor3. 强度条件: Strength Condition4. 强度校核: Check strength5. 截面设计: Section design6. 确定许可载荷:Determine allowable load2.8 轴向拉伸或压缩时的变形Deformation in Axial Tension or Compressio
9、n1. 弹性变形: Elastic Deformation 2. 塑性变形: Plastic Deformation3. 纵向应变: Longitudinal Strain4. 横向应变: Lateral Strain5线弹性变形:Linear Elastic Deformation6. 泊松比:Poissons ratio7.弹性模量-E:表示材料抵抗拉压变形的能力 E- modulus of elasticity:Indicates the capability of materials for resisting tension or compression 8.抗拉刚度-EA:表示构件
10、抵抗拉压变形的能力EA-the axial rigidity: Indicates the capability of constructive members for resisting tension or compression9. 胡克定律(Hookes Law):当应力不超过材料的比例极限时,应力与应变成正比. The stress is proportional to the strain within the elastic region.2.12 应力集中的概念The Concept of Stress Concentration1. 由于截面尺寸的突然变化,使截面上的应力分布
11、不再均匀,在某些部位出现远大于平均值的应力,称应力集中。Discontinuities of cross section may result in high localized or concentrated stresses.2. 理论应力集中系数K :Theoretical Stress-concentration Factor - K2.13剪切和挤压的实用计算Practical Calculation of Shear and Bearing1. 剪切:Shear2. 剪切面:Shearing Plane3. 剪切面上的内力-剪力:Internal Force in Shearing
12、 Plane-Shearing Force4. 剪切的实用计算:Practical Calculation of Shear5. 挤压的实用计算:Practical Calculation of Bearing6. 挤压强度条件:工作中的挤压应力不应超过许用挤压应力。Strength condition of bearing:Working bearing stress should not exceed the allowable bearing stress.第三章 扭 转Chapter Three Torsion 3.1 扭转的概念和实例Concept and Examples of T
13、orsion1. 电动机: Generator2. 涡轮: Turbine3. 扭转的受力特点:杆件的两端作用着大小相等,方向相反,且作用面垂直于杆件轴线的力偶。Characteristic of loads: Shaft is loaded by a torsional couple in planes that are perpendicular to the axis of the shaft.4. 变形特点:杆件的任意两个横截面发生绕轴线的相对转动。Characteristic of deformation: any two cross sections will twist alon
14、g the axis.5. 轴: Shaft 3.2外力偶矩的计算 扭矩和扭矩图 Calculation of the external torqueInternal torque and Its diagram1扭转外力偶矩的计算:Calculation of the external torque2. 扭矩:Internal Torque3. 符号规定:Sign convention4. 右手螺旋法则: Right hand screw rule5. 扭矩图:Diagram of Internal Torque 3.3 纯剪切 Pure Shear 1. 薄壁圆筒的扭转实验:Experim
15、ent of thin-walled circular tube under torsion 2. 变形特点: Characters of deformations:截面间的距离不变;所有横截面的位置不变;所有纵向线转过了一个角度。Distances between the sections remainunchanged , All cross sections remain unchanged , All the generating lines revolve through an angle .3. 切应力互等定理:Theorem of complementary shearing stresses 4. 切应变:Shearing strain5剪切虎克定律:Hookes law of shear6. 剪切弹性模量G:Modulus of elasticity
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