材料力學(xué)

內(nèi)容概要

　　原書是當(dāng)今最暢銷的材料力學(xué)教材之一，具有鮮明的特色，強(qiáng)調(diào)基礎(chǔ)，強(qiáng)調(diào)應(yīng)用，注重培養(yǎng)學(xué)生對(duì)基本概念、基本理論和基本方法的理解和掌握，同時(shí)強(qiáng)調(diào)理論與實(shí)際、理論與工程的結(jié)合，逐步引導(dǎo)學(xué)生增強(qiáng)發(fā)現(xiàn)問題、分析問題和解決問題的能力。縮編后的教材仍然保留了原書的風(fēng)貌和特色，而且內(nèi)容上更接近我國教學(xué)的要求，是力學(xué)、土木、機(jī)械、動(dòng)力、航空及材料等專業(yè)“材料力學(xué)”課程雙語教學(xué)教材的最佳選擇。

作者簡介

作者：(美)希伯萊 編者：武建華

書籍目錄

Chapter 1Stress應(yīng)力1.1 Introduction引言1.2 Equilibrium of a Deformable Body變形體的平衡1.3 Stress應(yīng)力1.4 Average Normal Stress in all Axially Loaded Bar軸向加載桿的平均正應(yīng)力1.5 Average Shear Stress平均剪應(yīng)力1.6Allowable Strss容許應(yīng)力Chapter 2Strain應(yīng)變2.1 Deformation變形2.2 Strain應(yīng)變Chapter 3Mechanical Properties of Materials材料的力學(xué)性質(zhì)3.1 The Tension and Compression Test拉伸和壓縮試驗(yàn)3.2 The Stress—Strain Diagram應(yīng)力一應(yīng)變圖3.3 Stress—Strain Behavior of Ductile and Brittle Materials塑性和脆性材料的應(yīng)力一應(yīng)變特性3.4 Hooke’s Law虎克定律3.5 Strain Energy應(yīng)變能3.6 Poisson’s Ratio泊松比3.7 The Shear Stress—Strain Diagram剪切應(yīng)力一應(yīng)變圖Chapter 4Axial Load軸向荷載4.1 Saint—Venant’s Principle圣文南原理4.2 Elastic Deformation of an Axially Loaded Member軸向加載桿件的彈性變形4.3 Principle of Superposition疊加原理4.4 Statically Indeterminate Axially Loaded Member靜不定軸向加載桿件4.5 The Force Method of Analysis for Axially Loaded Members分析軸向加載桿件的力法4.6 Thermal Stress熱應(yīng)力4.7 Stress Concentrations應(yīng)力集中Chaoter 5Torsion扭轉(zhuǎn)5.1 Torsional Deformation of a Circular Shaft圓軸的扭轉(zhuǎn)變形5.2 The Torsion Formula扭轉(zhuǎn)公式5.3 Power Transmission功率傳遞5.4 Angle of Twist扭轉(zhuǎn)角5.5 Statically Indeterminate Torque-Loaded Members靜不定受扭桿件5.6*Solid Noncircular Shafts實(shí)非圓截面軸Chapter 6Bending彎曲6.1 Shear and Moment Diagrams剪力和彎矩圖6.2 Graphical Method for Constructing Shear and Moment Diagrams繪制剪力和彎矩圖的圖解法6.3 Bending Deformation of a Straight Member直桿的彎曲變形6.4 The Rexure Formula彎曲公式6.5 Unsymmetric Bending非對(duì)稱彎曲Chapter 7Trallsverse Shear橫向剪力7.1 Shear in Straight Members直桿中的剪力7.2 The Shear Formula剪切公式7.3 Shear Stresses in Bearns梁中的剪應(yīng)力7.4 Shear Flow in Built-up Members組裝桿件中的剪力流7.5 Shear Flow in Thin-Walled Members薄壁桿件中的剪力流7.6*Shear Center剪切中心Chapter 8Combined Loadings組合荷載8.1 Thin-Wailed Pressure Vessels薄壁壓力容器8.2 State of Stress Caused by Combined Loadings組合荷載引起的應(yīng)力狀態(tài)Chapter 9Stress Transformation應(yīng)力轉(zhuǎn)換9.I Plane-Stress Transfotination平面應(yīng)力轉(zhuǎn)換9.2 General Equations of Plane-Stress Transformation平面應(yīng)力轉(zhuǎn)換的一般公式9.3 Principal Stresses and Maximum In—Plane Shear Stress主應(yīng)力和平面內(nèi)最大剪應(yīng)力9.4 Mohr’s Circle——Plane Stress莫爾圓一平面應(yīng)力9.5 Stress in Shafts Due to Axial Load and Torsion軸向荷載和扭矩引起的軸中應(yīng)力9.6 Stress Variations Throughout a Prismatic Beam等截面梁內(nèi)應(yīng)力變化9.7 Absolute Maximum Shear Stress所有方向上最大剪應(yīng)力Chapter 10Strain Transformation應(yīng)變轉(zhuǎn)換10.1 Plane Strain平面應(yīng)變10.2 General Equations of Plane-Strain Transformation平面應(yīng)變轉(zhuǎn)換的一般公式10.3 Strain Rosettes應(yīng)變花10.4 Material—Property Relationships材料性質(zhì)關(guān)系10.5*Theories of Failure失效理論Chapter 11Design of Beams and Shafts梁和軸的設(shè)計(jì)11.1 Basis for Beam Design梁設(shè)計(jì)基礎(chǔ)11.2 Prismatic Beam Design等截面梁設(shè)計(jì)11.3*Fully Stressed Beams滿應(yīng)力梁11.4*Shaft Design軸設(shè)計(jì)Chapter 12Deftections of Beams and Shafts梁和軸的撓度12.1 The Elastic Curve彈性曲線12.2 Slope and Displacement by Integration積分求斜率和位移12.3 Method of Superposition疊加法12.4 Statically Indeterminate Beams and Shafts靜不定梁和軸12.5 Statically Indeterminate Beams and Shafts—Method of Integration靜不定梁和軸一積分法12.6 Statically Indeterminate Beams and Shafts——Method of Superposition靜不定梁和軸一疊加法Chapter 13Buckling of Columns柱的屈曲13.1 Critical Load臨界荷載13.2 Ideal Column with Pin Supports兩端鉸支的理想柱13.3 Columns Having Various Types of Supports有各種支承的柱13.4*T11e Secant Formula正割公式13.5*Inelastic Buckling非彈性屈曲Chapter 14Energy Methods能量法14.1 External Work and Strain Energy外力功和應(yīng)變能14.2 Elastic Strain Energy for Various Types of Loading各種荷載下的彈性應(yīng)變能14.3 Conservation of Energy能量守恒14.4 Impact Loading沖擊荷載14.5*Castigliano’s Theorem卡氏定理14.6*Castigliano’s Theorem Applied to Trusses卡氏定理在桁架上的應(yīng)用14.7*Castigliano’s Theorem Applied to Beams卡氏定理在梁上的應(yīng)用Appendix AGeometric Properties of an Area面積的幾何性質(zhì)A.1 Centroid of an Area面積的形心A.2 Moment of Inertia for an Area面積的慣性矩A.3 Product of Inertia for an Area面積的慣性積A.4 Moments of Inertia for an Area about Inclined Axes面積對(duì)斜軸的慣性矩Appendix BGeometric Properties of Structural Shapes結(jié)構(gòu)型鋼的幾何性質(zhì)Appendix CSIopes and Dellections of Beams梁的轉(zhuǎn)角和托度Answers參考答案Glossary術(shù)語表

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《材料力學(xué)(原書第6版)》由重慶大學(xué)出版社出版。

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