LEADER 04522nam 22006134a 450 001 9910143208903321 005 20190501220600.0 010 $a1-280-27133-7 010 $a9786610271337 010 $a0-470-30025-6 010 $a0-470-86158-4 010 $a0-470-86157-6 035 $a(CKB)111087027102742 035 $a(EBL)175035 035 $a(OCoLC)301735093 035 $a(SSID)ssj0000204327 035 $a(PQKBManifestationID)11199470 035 $a(PQKBTitleCode)TC0000204327 035 $a(PQKBWorkID)10188663 035 $a(PQKB)10168941 035 $a(MiAaPQ)EBC175035 035 $a(PPN)243232241 035 $a(EXLCZ)99111087027102742 100 $a20031203d2004 uy 0 101 0 $aeng 181 $ctxt 182 $cc 183 $acr 200 10$aModern experimental stress analysis$b[electronic resource] $ecompleting the solution of partially specified problems /$fJames F. Doyle 210 $aHoboken, NJ $cWiley$d2004 215 $a1 online resource (440 p.) 300 $aDescription based upon print version of record. 311 0 $a0-470-86156-8 320 $aIncludes bibliographical references (p. [413]-422) and index. 327 $aMODERN EXPERIMENTAL STRESS ANALYSIS; Contents; Preface; Notation; Introduction; 1 Finite Element Methods; 1.1 Deformation and Strain; 1.2 Tractions and Stresses; 1.3 Governing Equations of Motion; 1.4 Material Behavior; 1.5 The Finite Element Method; 1.6 Some Finite Element Discretizations; 1.7 Dynamic Considerations; 1.8 Geometrically Nonlinear Problems; 1.9 Nonlinear Materials; 2 Experimental Methods; 2.1 Electrical Filter Circuits; 2.2 Digital Recording and Manipulation of Signals; 2.3 Electrical Resistance Strain Gages; 2.4 Strain Gage Circuits; 2.5 Motion and Force Transducers 327 $a2.6 Digital Recording and Analysis of Images 2.7 Moire? Analysis of Displacement; 2.8 Holographic Interferometry; 2.9 Photoelasticity; 3 Inverse Methods; 3.1 Analysis of Experimental Data; 3.2 Parametric Modeling of Data; 3.3 Parameter Identification with Extrapolation; 3.4 Identification of Implicit Parameters; 3.5 Inverse Theory for Ill-Conditioned Problems; 3.6 Some Regularization Forms; 3.7 Relocation of Data onto a Grid Pattern; 3.8 Discussion; 4 Static Problems; 4.1 Force Identification Problems; 4.2 Whole-Field Displacement Data; 4.3 Strain Gages; 4.4 Traction Distributions 327 $a4.5 Nonlinear Data Relations 4.6 Parameter Identification Problems; 4.7 Choosing the Parameterization; 4.8 Discussion; 5 Transient Problems with Time Data; 5.1 The Essential Difficulty; 5.2 Deconvolution using Sensitivity Responses; 5.3 Experimental Studies; 5.4 Scalability Issues: Recursive Formulation; 5.5 The One-Sided Hopkinson Bar; 5.6 Identifying Localized Stiffness and Mass; 5.7 Implicit Parameter Identification; 5.8 Force Location Problems; 5.9 Discussion; 6 Transient Problems with Space Data; 6.1 Space-Time Deconvolution; 6.2 Preliminary Metrics; 6.3 Traction Distributions 327 $a6.4 Dynamic Photoelasticity 6.5 Identification Problems; 6.6 Force Location for a Shell Segment; 6.7 Discussion; 7 Nonlinear Problems; 7.1 Static Inverse Method; 7.2 Nonlinear Structural Dynamics; 7.3 Nonlinear Elastic Behavior; 7.4 Elastic-Plastic Materials; 7.5 Nonlinear Parameter Identification; 7.6 Dynamics of Cracks; 7.7 Highly Instrumented Structures; 7.8 Discussion; Afterword; References; Index 330 $aAll structures suffer from stresses and strains caused by factors such as wind loading and vibrations. Stress analysis and measurement is an integral part of the design and management of structures, and is used in a wide range of engineering areas. There are two main types of stress analyses - the first is conceptual where the structure does not yet exist and the analyst has more freedom to define geometry, materials, loads etc - generally such analysis is undertaken using numerical methods such as the finite element method. The second is where the structure (or a prototype) exists, and so s 606 $aStructural analysis (Engineering) 606 $aStrains and stresses 615 0$aStructural analysis (Engineering) 615 0$aStrains and stresses. 676 $a624.1 676 $a624.1/76 676 $a624.176 700 $aDoyle$b James F.$f1951-$0950289 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910143208903321 996 $aModern experimental stress analysis$92250789 997 $aUNINA LEADER 01290nam 2200361Ia 450 001 996388224803316 005 20221108085041.0 035 $a(CKB)1000000000643705 035 $a(EEBO)2248513181 035 $a(UnM)99898057 035 $a(UnM)9929032200971 035 $a(EXLCZ)991000000000643705 100 $a19990407d1690 uy | 101 0 $aeng 135 $aurbn||||a|bb| 200 04$aThe Earl of P---'s speech in the House of Peers$b[electronic resource] $ewhen the lords were accused of high-treason. Copia vera, Mich. Oldsworth, 1647 210 $a[London $cprinted and sold by the booksellers of London, and Westminster$d[1690?]] 215 $a1 sheet ([2] p.) 300 $aA satire, first published in 1648. 300 $aNot in fact by Philip, Earl of Pembroke. 300 $aImprint from colophon. 300 $aReproduction of original in the Newberry Library, Chicago, Illinois. 330 $aeebo-0101 606 $aSatire, English$vEarly works to 1800 615 0$aSatire, English 702 $aPembroke$b Philip Herbert$cEarl of,$f1584-1650, 801 0$bCu-RivES 801 1$bCu-RivES 801 2$bWaOLN 906 $aBOOK 912 $a996388224803316 996 $aThe Earl of P---'s speech in the House of Peers$92311540 997 $aUNISA