LEADER 04140nam a2200409Ii 4500 001 991003230569707536 008 070806s2000 ne a sb 001 0 eng d 020 $a9780080437842 020 $a0080437842 035 $ab1365228x-39ule_inst 040 $aBibl. Dip.le Aggr. Ingegneria Innovazione - Sez. Ingegneria Innovazione$beng 082 04$a624.17765$222 100 1 $aWang, C. M.$0627380 245 10$aShear deformable beams and plates$h[e-book] :$brelationships with classical solutions /$cC.M. Wang, J.N. Reddy, K.H. Lee 260 $aAmsterdam ;$aNew York :$bElsevier,$c2000 300 $axiv, 296 p. :$bill. ;$c23 cm 504 $aIncludes bibliographical references (p. [279]-291) and index 505 0 $aPart and chapter headings: Preface. Introduction. Beams. Bending of Beams. Shear-Flexural Stiffness Matrix. Buckling of Columns. Tapered Beams. Plates. Theories of Plate Bending. Bending Relationships for Simply Supported Plates. Bending Relationships for Lévy Solutions. Bending Relationships for Circular and Annular Plates. Bending Relationships for Sectorial Plates. Buckling Relationships. Free Vibration Relationships. Relationships for Inhomogeneous Plates. Subject index 520 $aMost books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the classical theory. Equations governing shear deformation theories are typically more complicated than those of the classical theory. Hence it is desirable to have exact relationships between solutions of the classical theory and shear deformation theories so that whenever classical theory solutions are available, the corresponding solutions of shear deformation theories can be readily obtained. Such relationships not only furnish benchmark solutions of shear deformation theories but also provide insight into the significance of shear deformation on the response. The relationships for beams and plates have been developed by many authors over the last several years. The goal of this monograph is to bring together these relationships for beams and plates in a single volume. The book is divided into two parts. Following the introduction, Part 1 consists of Chapters 2 to 5 dealing with beams, and Part 2 consists of Chapters 6 to 13 covering plates. Problems are included at the end of each chapter to use, extend, and develop new relationships 533 $aElectronic reproduction.$bAmsterdam :$cElsevier Science & Technology,$d2007.$nMode of access: World Wide Web.$nSystem requirements: Web browser.$nTitle from title screen (viewed on Aug. 2, 2007).$nAccess may be restricted to users at subscribing institutions 650 0$aPlates (Engineering)$xMathematical models 650 0$aGirders$xMathematical models 650 0$aShear (Mechanics) 650 0$aDeformations (Mechanics) 650 0$aMathematical analysis 655 7$aElectronic books.$2local 700 1 $aReddy, Junuthula Narasimha,$d1945- 700 1 $aLee, K. H. 776 1 $cOriginal$z0080437842$z9780080437842$w(DLC) 00035437$w(OCoLC)43706799 856 40$3Referex$uhttp://www.sciencedirect.com/science/book/9780080437842$zAn electronic book accessible through the World Wide Web; click for information 856 42$zPublisher description$uhttp://catdir.loc.gov/catdir/enhancements/fy0610/00035437-d.html 856 41$zTable of contents only$uhttp://catdir.loc.gov/catdir/enhancements/fy0610/00035437-t.html 907 $a.b1365228x$b03-03-22$c24-01-08 912 $a991003230569707536 996 $aShear deformable beams and plates$91213377 997 $aUNISALENTO 998 $ale026$b24-01-08$cm$d@ $e-$feng$gne $h0$i0