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沖擊動力學(xué)(英文版)

沖擊動力學(xué)(英文版)

定 價(jià):¥79.00

作 者: 余同希,邱信明
出版社: 清華大學(xué)出版社
叢編項(xiàng):
標(biāo) 簽: 暫缺

ISBN: 9787302643623 出版時(shí)間: 2023-08-01 包裝: 平裝
開本: 16開 頁數(shù): 267 字?jǐn)?shù):  

內(nèi)容簡介

  全書共分為三篇, 篇“固體中的應(yīng)力波”包括彈性波和彈塑性波兩章。第二篇“材料在高應(yīng)變率下的動態(tài)行為”包含兩章,分別為不同應(yīng)變率下的動態(tài)力學(xué)實(shí)驗(yàn)技術(shù)和目前常用的高應(yīng)變率下材料的本構(gòu)關(guān)系。第三篇“結(jié)構(gòu)在沖擊載荷下的動態(tài)響應(yīng)”共分6章,著重分析剛塑性梁和板的動態(tài)響應(yīng),首先在第5章中介紹結(jié)構(gòu)的慣性效應(yīng)和塑性鉸,在第6章中分析了懸臂梁的動態(tài)響應(yīng),在第7章中探討了軸力和剪力對梁的動態(tài)行為的影響,然后在第8章中介紹了模態(tài)分析技術(shù)和界限定理,接下來在第9章給出了剛塑性板的動力響應(yīng)分析, 在 0章中給出了結(jié)構(gòu)動態(tài)響應(yīng)分析的若干案例。本書的特點(diǎn)是:著重闡述沖擊動力學(xué)的基本概念、基本模型和基本方法;同時(shí)涉及動態(tài)實(shí)驗(yàn)方法,以及沖擊動力學(xué)在沖擊和防護(hù)問題中的應(yīng)用。各章均附有習(xí)題和主要參考文獻(xiàn),以便于教學(xué)和研究參考。本書作為教材,可供40學(xué)時(shí)左右的研究生課程采用;它將為固體力學(xué)、航空航天、汽車工程、防護(hù)工程及國防工程專業(yè)的研究生提供沖擊動力學(xué)領(lǐng)域的前沿科學(xué)知識和相關(guān)的研究方法,為他們從事有關(guān)的課題研究打下基礎(chǔ)。同時(shí),也可以供相關(guān)專業(yè)的教師、研究人員、工程師和大學(xué)高年級學(xué)生自學(xué)和參考。

作者簡介

暫缺《沖擊動力學(xué)(英文版)》作者簡介

圖書目錄

Preface vii
Introduction ix
Part 1 Stress Waves in Solids I
1 Elastic Waves
1.1 Elastic Wave in a Uniform Circular Bar
1.1.1 The Propagation of a Compressive Elastic Wave
1.2 Types of Elastic Wave
1.2.1 Longitudinal Waves
1.2.2 Transverse Waves
1.2.3 Surface Wave (Rayleigh Wave)
1.2.4 Interfacial Waves
1.2.5 Waves in Layered Media (Love Waves)
1.2.6 Bending (Flexural) Waves
1.3 Reflection and Interaction of Waves
1.3.1 Mechanical Impedance
1.3.2 Waves When they Encounter a Boundary
1.3.3 Reflection and Transmission of 1D Longitudinal Waves
Questions 1
Problems 1
2 Elastic-Plastic Waves
2.1 One-Dimensional Elastic-Plastic Stress Wave in Bars
2.1.1 A Semi-Infinite Bar Made of Linear Strain-Hardening Material Subjected to a Step Load at its Free End
2.1.2 A Semi-Infinite Bar Made of Decreasingly Strain-Hardening Material Subjected to a Monotonically Increasing Load at its Free End
2.1.3 A Semi-Infinite Bar Made of Increasingly Strain-Hardening Material Subjected to a Monotonically Increasing Load at its Free End
2.1.4 Unloading Waves
2.1.5 Relationship Between Stress and Particle Velocity
2.1.6 Impact of a Finite-Length Uniform Bar Made of Elastic-Linear Strain-Hardening Material on a Rigid Flat Anvil
2.2 High-Speed Impact of a Bar of Finite Length on a Rigid Anvil (Mushrooming)
2.2.1 Taylor's Approach
2.2.2 Hawkyard's Energy Approach
Questions 2
Problems 2
Part 2 Dynamic Behavior of Materials under High Strain Rate
3 Rate-Dependent Behavior of Materials
3.1 Materials'Behavior under High Strain Rates
3.2 High-Strain-Rate Mechanical Properties of Materials
3.2.1 Strain Rate Effect of Materials under Compression
3.2.2 Strain Rate Effect of Materials under Tension
3.2.3 Strain Rate Effect of Materials under Shear
3.3 High-Strain-Rate Mechanical Testing
3.3.1 Intermediate-Strain-Rate Machines
3.3.2 Split Hopkinson Pressure Bar (SHPB)
3.3.3 Expanding-Ring Technique
3.4 Explosively Driven Devices
3.4.1 Line-Wave and Plane-Wave Generators
3.4.2 Flyer Plate Accelerating _
3.4.3 Pressure.Shear Impact Configuration
3.5 Gun Systems
3.5.1 One-Stage Gas Gun
3.5.2 Two-Stage Gas Gun
3.5.3 Electric Rail Gun
Problems 3
4 Constitutive Equations at High Strain Rates
4.1 Introduction to Constitutive Relations
4.2 Empirical Constitutive Equations
4.3 Relationship between Dislocation Velocity and Applied Stress
4.3.1 Dislocation Dynamics
4.3.2 Thermally Activated Dislocation Motion
4.3.3 Dislocation Drag Mechanisms
4.3.4 Relativistic Effects on Dislocation Motion
4.3.5 Synopsis
4.4 Physically Based Constitutive Relations
4.5 Experimental Validation of Constitutive Equations
Problems 4
Part 3 Dynamic Response of Structures to Impact and Pulse Loading
5 Inertia Effects and Plastic Hinges
5.1 Relationship between Wave Propagation and Global Structural Response
5.2 Inertia Forces in Slender Bars
5.2.1 Notations and Sign Conventions for Slender Links and Beams
5.2.2 Slender Link in General Motion
5.2.3 Examples of Inertia Force in Beams
5.3 Plastic Hinges in a Rigid-Plastic Free-Free Beam under Pulse Loading
5.3.1 Dynamic Response of Rigid-Plastic Beams
5.3.2 A Free-Free Beam Subjected to a Concentrated Step Force 104boi
5.3.3 Remarks on a Free-Free Beam Subjected to a Step Force at its Midpoint
5.4 A Free Ring Subjected to a Radial Load
5.4.1 Comparison between a Supported Ring and a Free Ring
Questions 5
Problems 5
6 Dynamic Response of Cantilevers
6.1 Response to Step Loading
6.2 Response to Pulse Loading
6.2.1 Rectangular

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