LEADER 05497nam 2200649Ia 450 001 9910826241303321 005 20200520144314.0 010 $a1-281-02747-2 010 $a9786611027476 010 $a0-08-052400-1 035 $a(CKB)111056552533180 035 $a(EBL)300673 035 $a(OCoLC)808619157 035 $a(SSID)ssj0000387945 035 $a(PQKBManifestationID)11232089 035 $a(PQKBTitleCode)TC0000387945 035 $a(PQKBWorkID)10411306 035 $a(PQKB)11154657 035 $a(MiAaPQ)EBC300673 035 $a(Au-PeEL)EBL300673 035 $a(CaPaEBR)ebr10187197 035 $a(CaONFJC)MIL102747 035 $a(EXLCZ)99111056552533180 100 $a19961121d1997 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 14$aThe mechanics of elastic and plastic deformation of solids and structural materials /$fE.J. Hearn 205 $a3rd ed. 210 $aOxford ;$aBoston $cButterworth-Heinemann$d1997 215 $a1 online resource (xx, 539 p.) 225 0 $aMechanics of materials: an introduction to the mechanics of elastic and plastic deformation of solids and structural materials ;$v2 300 $aDescription based upon print version of record. 311 $a0-7506-3266-6 320 $aIncludes bibliographical references and indexes. 327 $aFront Cover; Mechanics of Materials 2; Copyright Page; Contents; Introduction; Notation; Chapter 1. Unsymmetrical Bending; Summary; Introduction; 1.1 Product second moment of area; 1.2 Principal second moments of area; 1.3 Mohr's circle of second moments of area; 1.4 Land's circle of second moments of area; 1.5 Rotation of axes: determination of moments of area in terms of the principal values; 1.6 The ellipse of second moments of area; 1.7 Momenta1 ellipse; 1.8 Stress determination; 1.9 Alternative procedure for stress determination; 1.10 Alternative procedure using the momental ellipse 327 $a1.11 DeflectionsExamples; Problems; Chapter 2. Struts; Summary; Introduction; 2.1 Euler's theory; 2.2 Equivalent strut length; 2.3 Comparison of Euler theory with experimental results; 2.4 Euler ""validity limit""; 2.5 Rankine or Rankine-Gordon formula; 2.6 Perry-Robertson formula; 2.7 British Standard procedure (BS 449); 2.8 Struts with initial curvature; 2.9. Struts with eccentric load; 2.10 Laterally loaded struts; 2.11 Alternative procedure for any strut-loading condition; 2.12 Struts with unsymmetrical cross-section; Examples; Problems; Chapter 3. Strains Beyond the Elastic Limit 327 $aSummaryIntroduction; 3.1 Plastic bending of rectangular-sectioned beams; 3.2 Shape factor - symmetrical sections; 3.3 Application to I-section beams; 3.4 Partially plastic bending of unsymmetrical sections; 3.5 Shape factor - unsymmetrical sections; 3.6 Deflections of partially plastic beams; 3.7 Length of yielded area in beams; 3.8 Collapse loads - plastic limit design; 3.9 Residual stresses after yielding: elastic-perfectly plastic material; 3.10 Torsion of shafts beyond the elastic limit - plastic torsion; 3.11 Angles of twist of shafts strained beyond the elastic limit 327 $a3.12 Plastic torsion of hollow tubes3.13 Plastic torsion of case-hardened shafts; 3.14 Residual stresses after yield in torsion; 3.15 Plastic bending and torsion of strain-hardening materials; 3.16 Residual stresses - strain-hardening materials; 3.17 Influence of residual stresses on bending and torsional strengths; 3.18 Plastic yielding in the eccentric loadirig of rectangular sections; 3.19 Plastic yielding and residual stresses under axial loading with stress concentrations; 3.20 Plastic yielding of axially symmetric components; Examples; Problems 327 $aChapter 4. Rings, Discs and Cylinders Subjected to Rotation and Thermal GradientsSummary; 4.1 Thin rotating ring or cylinder; 4.2 Rotating solid disc; 4.3 Rotating disc with a central hole; 4.4 Rotating thick cylinders or solid shafts; 4.5 Rotating disc of uniform strength; 4.6 Combined rotational and thermal stresses in uniform discs and thick cylinders; Examples; Problems; Chapter 5. Torsion of Non-Circular and Thin-Walled Sections; Summary; 5.1 Rectangular sections; 5.2 Narrow rectangular sections; 5.3 Thin-walled open sections; 5.4 Thin-walled split tube 327 $a5.5 Other solid (non-tubular) shafts 330 $aOne of the most important subjects for any student of engineering or materials to master is the behaviour of materials and structures under load. The way in which they react to applied forces, the deflections resulting and the stresses and strains set up in the bodies concerned are all vital considerations when designing a mechanical component such that it will not fail under predicted load during its service lifetime.Building upon the fundamentals established in the introductory volume Mechanics of Materials 1, this book extends the scope of material covered into more complex areas 606 $aStrength of materials 606 $aMaterials$xMechanical properties 615 0$aStrength of materials. 615 0$aMaterials$xMechanical properties. 676 $a620.1/123 700 $aHearn$b E. J$g(Edwin John)$01657863 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910826241303321 996 $aThe mechanics of elastic and plastic deformation of solids and structural materials$94043656 997 $aUNINA