西安建筑科技大学：《材料科学基础》精品课程教学资源（教学大纲，图片版，主讲：任耘）

四川大学：材料成型及控制工程系课程教学资源《材料科学基础实验》教学大纲 Experiments of Material Science Foundation

《材料科学与工程基础》课程PPT教学课件：第七章 回复与再结晶

Introduction 1. Definition: Fis a fictitious force which is supposed to be responsible for the motion of dislocation. Fll Criterion: The work done on crystal by stress must be equal to that done on dislocation by force F. 2. Principle of derivation of F: Macroscopic work=microscopic work (or deformation work)

1. Sing le crystal ver sus po l crystal 1. For single crystals there is only one type of structure with same orientation Single crystals is characterized by anisotropy 2. Polycrystal consists of a lot of grain, small single crystals, With same structure but different orientations. These small single crystals are called grains. The boundaries between them are called grain boundaries

2.1 要点扫描 2.1.1 点缺陷及其平衡浓度 2.1.2 位错的基本类型及柏氏矢量 2.1.3 位错的应力场 2.1.4 位错的弹性能和线张力 2.1.5 作用在位错上的力和 Peach-Koehler 公式 2.1.6 位错间的交互作用 2.1.7 位错的起动力——Peirls-Nabarro 力 2.1.8 FCC 晶体中的位错 2.1.9 位错反应 2.1.10 HCP、BCC 及其他晶体中的位错 2.1.11 晶体中的界面与表面 2.1.12 位错的观察及位错理论的应用 2.2 难点释疑 2.2.1 柏氏矢量的守恒性 2.3 解题示范 2.4 习题训练

Paulings three rules governing the structure of ionic compounds 1. Anion Coordination polyhedron rule Each cation is surrounded by an anion polyhedron, the distance between anion and cation is r=rt tr, while the cn depends on rt/r

一、物质的组成(Substance Construction) 物质由无数微粒(Particles)聚集而成 分子(Molecule):单独存在保存物质化学特性 d20=0.2nmm(2)为2M(protein)为百万 原子(Atom):化学变化中最小微粒

2.7 Some Important Crystallographic Formulas 1. Zone and zone equation All Planes parellel to common axis [uvw] constitute a (crystal) zone, the [u v w] zone. If (h k l) belongs to zone [u v w], then hukv+=0 2.ifhuk+hw=0,then[uvw] lies in(hk) 3. For cubic crystals, [h (h k)

3. Application of Schmid's law How to determine the active S.S. for all the equivalent S.S. 2 Determine the active S.S. by Reflection Rule. Orientation cell for cubic crystals. Given: BCC Crystal having {110}slip system. Determine: active slip system in response to tensile loading along