03072nam a22005055i 4500001001800000003000900018005001700027007001500044008004100059020001800100024003500118041000800153050001400161072001600175072002300191072002300214082001400237100003500251245008900286250001700375260006100392264006100453300006800514336002600582337002600608338003600634347002400670490006700694505026700761520109101028650001702119650002502136650001502161650002802176650001702204650002602221650003002247650003202277650005202309710003402361773002002395776003602415830006702451856004802518978-3-642-01301-0DE-He21320141014113535.0cr nn 008mamaa100316s2010 gw | s |||| 0|eng d a97836420130107 a10.1007/978-3-642-01301-02doi aeng 4aTA349-359 7aTGB2bicssc 7aSCI0410002bisacsh 7aTEC0090702bisacsh04a620.12231 aElsoufiev, Serguey A.eauthor.10aStrength Analysis in Geomechanicsh[electronic resource] /cby Serguey A. Elsoufiev. a2nd Edition. 1aBerlin, Heidelberg :bSpringer Berlin Heidelberg,c2010. 1aBerlin, Heidelberg :bSpringer Berlin Heidelberg,c2010. aXVIII, 258p. 318 illus., 159 illus. in color.bonline resource. atextbtxt2rdacontent acomputerbc2rdamedia aonline resourcebcr2rdacarrier atext filebPDF2rda1 aSpringer Series in Geomechanics and Geoengineering,x1866-87550 aIntroduction: Main Ideas -- Main Equations in Media Mechanics -- Some Elastic Solutions -- Elastic-Plastic and Ultimate State of Perfect Plastic Bodies -- Ultimate State of Structures at Small Non-Linear Strains -- Ultimate State of Structures at Finite Strains. aThe book presents a new approach for the solution of geomechanical problems - it explicitly takes into account deformation and fracture in time, which are neglected in classical methods although these properties create important effects. The method reveals the influence of the form of a structure on its ultimate state. It uses the rheological law which accounts for large strains at a non-linear unsteady creep, an influence of a stress state type, an initial anisotropy and damage. The whole approach takes into account five types of non-linearity (physical as well as geometrical ones) and contains several new ideas. For example, it considers the fracture as a process, the difference between the body and an element of the material which only deforms and fails because it is in the structure, the simplicity of some non-linear computations against the consequent linear ones, the dependence of the maximum small strain in dangerous poins of the body only on the material. Professor Elsoufiev included many new solutions of non-linear geotechnical problems to this second edition. 0aEngineering. 0aEngineering geology. 0aMaterials. 0aMechanical engineering.14aEngineering.24aStructural Mechanics.24aGeotechnical Engineering.24aComputational Intelligence.24aContinuum Mechanics and Mechanics of Materials.2 aSpringerLink (Online service)0 tSpringer eBooks08iPrinted edition:z9783642013003 0aSpringer Series in Geomechanics and Geoengineering,x1866-875540uhttp://dx.doi.org/10.1007/978-3-642-01301-0