mi@seu.edu.cnIndex of“Mechanics of Materials"byF.Beer,6thEd.(Beer第六版材料力学中英文索引对照）This Chineseversion of Index is translated by Changwen Mi tofacilitate students invarious engineering majors at Southeast University for reading the original Englishtextbook. This file reflects part of our constant efforts in implementing bilingual teachingofa series of undergraduate and graduate mechanics courses hosted by the Department ofEngineering Mechanics at Southeast University.We had made every effort to ensure theaccuracy of this file for the students'sake.We, however, make no guarantee of theeffects of using this fileAAccuracy，numerical,17,44数值精度Actualdeformation,95,99实际变形Allowableloadandallowablestress,4许用荷载和许用应力factorofsafety，31-3244安全因数shearingstresses,156-158切应力Allowable-stressmethod,235许用应力法designofcolumnsunderan eccentricload,675-676,685-686偏心压杆设计Aluminum铝designofcolumnsunderacentricload,664-665同轴铝制压杆的设计propertiesof,58,60,129,A12-A13铝材性质structuraltubing.202管状结构AmericanForest&PaperAssociation,665美国林纸协会AmericanInstituteofSteelConstruction,662,667美国钢结构协会Americanstandardbeams(S-beams),231,388美制标准梁（S-梁）American standard channel steel (C shapes),218, 378properties of, 756-757American standardchannel steel(Cshapes),propertiesof,A22-A23美制标准槽钢（C型）材质Americanstandardshapesteel（Sshapes），propertiesof,A20-A21美制标准型钢（S型）材质1
mi@seu.edu.cn 1 Index of “Mechanics of Materials” by F. Beer, 6 th Ed. (Beer第六版材料力学中英文索引对照) This Chinese version of Index is translated by Changwen Mi to facilitate students in various engineering majors at Southeast University for reading the original English textbook. This file reflects part of our constant efforts in implementing bilingual teaching of a series of undergraduate and graduate mechanics courses hosted by the Department of Engineering Mechanics at Southeast University. We had made every effort to ensure the accuracy of this file for the students’ sake. We, however, make no guarantee of the effects of using this file. A Accuracy, numerical, 17, 44 数值精度 Actual deformation, 95, 99 实际变形 Allowable load and allowable stress, 4 许用荷载和许用应力 factor of safety, 31–32, 44 安全因数 shearing stresses, 156–158 切应力 Allowable-stress method, 235 许用应力法 design of columns under an eccentric load, 675–676, 685–686 偏心压杆设计 Aluminum铝 design of columns under a centric load, 664–665同轴铝制压杆的设计 properties of, 58, 60, 129, A12–A13铝材性质 structural tubing, 202 管状结构 American Forest & Paper Association, 665美国林纸协会 American Institute of Steel Construction, 662, 667美国钢结构协会 American standard beams (S-beams), 231, 388 美制标准梁 （S-梁） American standard channel steel (C shapes), 218, 378 properties of, 756-757 American standard channel steel (C shapes), properties of, A22–A23美制标准槽钢（C型）材质 American standard shape steel (S shapes), properties of,A20–A21美制标准型钢（S型）材质
mi@seu.edu.cnAmericanwide-flangebeam（W-beam),231,388美制宽翼缘梁（W梁）Analysisanddesignofbeamsforbending，314-379弯曲梁的分析和设计computerproblems，378-379编程习题designofprismaticbeamsforbending，339-349,370.371-372柱状梁的设计introduction,316-319概论nonprismaticbeams,361-369,373非柱状梁relationsamongload,shear，andbendingmoment,329-339,371荷载、剪力和弯矩之间的关系reviewproblems，374-377复习习题shearandbending-momentdiagrams,319-328,370-371剪力图和弯矩图summary，370-373小结using singularity functions to determine shear and bendingmoment in a beam, 350-361, 372-373用奇异函数（初参数方程）求解梁中的剪力和弯矩Analysisanddesignofsimplestructures,14-16简单结构的分析和设计determiningbearingstresses，16挤压应力的求解determiningnormalstress,14-15正应力求解determiningshearingstress,15-16切应力求解Angleoftwist,143,145-147,189扭转角addingalgebraically，161代数和inelasticrange,159-163,165,211弹性范围内的Anglesteel角钢equallegs,A24-A25等边角钢propertiesof,A24-A27角钢性质unequallegs，A26-A27不等边角钢Anisotropicmaterials，63，130各向异性材料Anticlasticcurvature234,306鞍形曲面Areas.SeeMomentsofareas面积，参见面积矩Averagevalue,ofstresses，9,42应力均值Axes轴centroidal,A6,A9-A10形心轴ofsymmetry，A3对称轴2
mi@seu.edu.cn 2 American wide-flange beam (W-beam), 231, 388 美制宽翼缘梁（W梁） Analysis and design of beams for bending, 314–379弯曲梁的分析和设计 computer problems, 378–379编程习题 design of prismatic beams for bending, 339–349, 370,371–372柱状梁的设计 introduction, 316–319概论 nonprismatic beams, 361–369, 373非柱状梁 relations among load, shear, and bending moment,329–339, 371荷载、剪力和弯矩之间的关系 review problems, 374–377复习习题 shear and bending-moment diagrams, 319–328, 370–371剪力图和弯矩图 summary, 370–373小结 using singularity functions to determine shear and bendingmoment in a beam, 350–361, 372– 373用奇异函数（初参数方程）求解梁中的剪力和弯矩 Analysis and design of simple structures, 14–16简单结构的分析和设计 determining bearing stresses, 16挤压应力的求解 determining normal stress, 14–15正应力求解 determining shearing stress, 15–16切应力求解 Angle of twist, 143, 145–147, 189扭转角 adding algebraically, 161代数和 in elastic range, 159–163, 165, 211弹性范围内的 Angle steel角钢 equal legs, A24–A25等边角钢 properties of, A24–A27角钢性质 unequal legs, A26–A27不等边角钢 Anisotropic materials, 63, 130各向异性材料 Anticlastic curvature, 234, 306鞍形曲面 Areas. See Moments of areas面积，参见面积矩 Average value, of stresses, 9, 42应力均值 Axes轴 centroidal, A6, A9–A10形心轴 of symmetry, A3对称轴
mi@seu.edu.cnAxialloading轴向荷载bearingstressinconnections,13,43连接件中的挤压应力centric,42同轴荷载deformationsunder,67-71,101-103拉压变形eccentric,42,284-293,308偏心荷载normalstress,9-11,42正应力shearingstress,11-13,43切应力slowlyincreasing,694渐增stressandstraindistributionunder,52-139拉压应力与应变分布stressandstrainin，138-139拉压应力和应变Axisymmetry，ofcircularshafts，146,197圆轴的轴对称BBauschingereffect,65鲍辛格效应Beamdeflectionsandslopes585,720-721,725,A28梁的挠度和转角Beam elements 梁ofarbitrarycurvedsurface,longitudinalshearon，428任意曲率纵向面上的剪切ofarbitraryshape,longitudinalshearon，399-400任意形状梁纵向面上的剪切shearonthehorizontalfaceof,384-386,427梁水平面上的剪切Beams.SeealsoAnalysisanddesignofbeamsforbending梁，参见梁的弯曲分析和设计ofconstantstrength，373等强度梁nonprismatic318,361-369,373非柱状梁overhanging,554外伸梁simply-supported，554简支梁staticallyindeterminate,561-571,620超静定梁ofvariablecrosssection，551变截面梁Bearingstresses4,1316,18,43挤压应力inconnections,13,43连接件中的挤压应力determinationof,16挤压应力求解Bearingsurfaces,13,43挤压面m
mi@seu.edu.cn 3 Axial loading轴向荷载 bearing stress in connections, 13, 43连接件中的挤压应力 centric, 42同轴荷载 deformations under, 67–71, 101–103拉压变形 eccentric, 42, 284–293, 308偏心荷载 normal stress, 9–11, 42正应力 shearing stress, 11–13, 43切应力 slowly increasing, 694渐增 stress and strain distribution under, 52–139拉压应力与应变分布 stress and strain in, 138–139拉压应力和应变 Axisymmetry, of circular shafts, 146, 197圆轴的轴对称 B Bauschinger effect, 65 鲍辛格效应 Beam deflections and slopes, 585, 720–721, 725, A28梁的挠度和转角 Beam elements 梁 of arbitrary curved surface, longitudinal shear on, 428任意曲率纵向面上的剪切 of arbitrary shape, longitudinal shear on, 399–400 任意形状梁纵向面上的剪切 shear on the horizontal face of, 384–386, 427梁水平面上的剪切 Beams. See also Analysis and design of beams for bending 梁，参见梁的弯曲分析和设计 of constant strength, 373等强度梁 nonprismatic, 318, 361–369, 373非柱状梁 overhanging, 554 外伸梁 simply-supported, 554 简支梁 statically indeterminate, 561–571, 620超静定梁 of variable cross section, 551变截面梁 Bearing stresses, 4, 13, 16, 18, 43挤压应力 in connections, 13, 43连接件中的挤压应力 determination of, 16挤压应力求解 Bearing surfaces, 13, 43挤压面
mi@seu.edu.cnBendandtwist,415,420弯曲与扭转Bending.SeealsoPurebending弯曲，参见纯弯曲analysisanddesignofbeamsfor,314-379弯曲梁的分析与设计ofcurvedmembers,294-304,308曲梁ofmembersmadeofseveralmaterials，242-245，306多种材料制成的梁的弯曲问题stressesdueto,419,531679弯曲应力Bendingmoment,225,235,263弯矩relationtoshear，330-335弯矩与剪力的关系Bending-momentdiagrams,318-328,333-335,370-371弯矩图byparts,551,597-604,623图乘叠加法求弯矩图Boundaryconditions,554,564-565,574-576,619边界条件Breakingstrength,59断裂强度Brittlematerials,5458-61,129脆性材料underplanestress，fracturecriteriafor，469-477,505脆性材料在平面应力状态下的断裂判据suddenfailureof32，151脆性材料的突然（瞬间）失效Bulkmodulus55,96-98,132大块模量（体积弹性模量）cCshapes.SeeStandardshapesteelchannels槽钢，参见标准型钢Cantileverbeams,554,595,623悬臂梁andbeamswithsymmetricloadings,595-596,623对称受载梁Cast iron,propertiesof,A12-A13铸铁性质Castigliano, Alberto, 735Castigliano'stheorem,694,734-735753卡氏定理deflectionsby，736-739用卡氏定理求解梁的挠曲Centerofsymmetry，421，A3对称中心Centricloading，10,223,270同轴荷载axial,42轴向designofcolumnsunder,660-674,686同轴受载压杆设计4
mi@seu.edu.cn 4 Bend and twist, 415, 420弯曲与扭转 Bending. See also Pure bending 弯曲，参见纯弯曲 analysis and design of beams for, 314–379弯曲梁的分析与设计 of curved members, 294–304, 308曲梁 of members made of several materials, 242–245, 306多种材料制成的梁的弯曲问题 stresses due to, 419, 531, 679弯曲应力 Bending moment, 225, 235, 263弯矩 relation to shear, 330–335弯矩与剪力的关系 Bending-moment diagrams, 318–328, 333–335, 370–371弯矩图 by parts, 551, 597–604, 623图乘叠加法求弯矩图 Boundary conditions, 554, 564–565, 574–576, 619边界条件 Breaking strength, 59断裂强度 Brittle materials, 54, 58–61, 129脆性材料 under plane stress, fracture criteria for, 469–477, 505脆性材料在平面应力状态下的断裂判 据 sudden failure of, 32, 151脆性材料的突然（瞬间）失效 Bulk modulus, 55, 96–98, 132大块模量（体积弹性模量） C C shapes. See Standard shape steel channels 槽钢，参见标准型钢 Cantilever beams, 554, 595, 623悬臂梁 and beams with symmetric loadings, 595–596, 623对称受载梁 Cast iron, properties of, A12–A13铸铁性质 Castigliano, Alberto, 735 Castigliano’s theorem, 694, 734–735, 753卡氏定理 deflections by, 736–739用卡氏定理求解梁的挠曲 Center of symmetry, 421, A3对称中心 Centric loading, 10, 223, 270同轴荷载 axial, 42轴向 design of columns under, 660–674, 686同轴受载压杆设计
mi@seu.edu.cnCentroid,236形心ofan area,A2-A4面积形心ofacompositearea,A4-A6组合面积的形心Centroidalaxis,A6,A9-A10形心轴Centroidalmomentofinertia,236,400,407,515对形心轴惯性矩Circularshafts圆轴asaxisymmetric,146,197轴对称deformationsin,144-148,184-186,210,212变形madeofanelastoplasticmaterial,186-189.212-213弹塑性材料制造Clebsch, A., 354Coefficients系数influence,732影响系数ofthermalexpansion,82,131热膨胀系数Columns,630-691压杆computerproblems，690-691编程习题critical load,684临界荷载designofunderacentricload,660-674,686同轴荷载压杆设计designofunderaneccentricload,675-683,685-686偏心压杆设计eccentricloading,649-660,685-686偏心荷载effectivelength,632,685压杆等效长度Euler'sformulaforpin-endedcolumns,635-638684-685端部铰接压杆的欧拉公式extensionofEuler'sformulatocolumnswithotherendconditions,638-649欧拉公式在其它端部条件压杆中的延伸introduction,632概论reviewproblems,687-689复习习题thesecantformula,632,649-660,685-686割线公式slendernessratio,685细长比，压杆柔度stabilityofstructures,632-635结构稳定性summary684-686小结Combinedloadingsstressesunder,527-539,613组合荷载产生应力Combinedstresses,419组合应力5
mi@seu.edu.cn 5 Centroid, 236形心 of an area, A2–A4面积形心 of a composite area, A4–A6组合面积的形心 Centroidal axis, A6, A9–A10形心轴 Centroidal moment of inertia, 236, 400, 407, 515对形心轴惯性矩 Circular shafts 圆轴 as axisymmetric, 146, 197轴对称 deformations in, 144–148, 184–186, 210, 212变形 made of an elastoplastic material, 186–189, 212–213弹塑性材料制造 Clebsch, A., 354 Coefficients 系数 influence, 732影响系数 of thermal expansion, 82, 131热膨胀系数 Columns, 630–691压杆 computer problems, 690–691编程习题 critical load, 684临界荷载 design of under a centric load, 660–674, 686同轴荷载压杆设计 design of under an eccentric load, 675–683, 685–686偏心压杆设计 eccentric loading, 649–660, 685–686偏心荷载 effective length, 632, 685压杆等效长度 Euler’s formula for pin-ended columns, 635–638,684–685端部铰接压杆的欧拉公式 extension of Euler’s formula to columns with other end conditions, 638–649欧拉公式在其它端 部条件压杆中的延伸 introduction, 632概论 review problems, 687–689复习习题 the secant formula, 632, 649–660, 685–686割线公式 slenderness ratio, 685细长比，压杆柔度 stability of structures, 632–635结构稳定性 summary, 684–686小结 Combined loadings, stresses under, 527–539, 613组合荷载产生应力 Combined stresses, 419组合应力