000 04488nam a22004815i 4500
001 978-3-642-24590-9
003 DE-He213
005 20140220083303.0
007 cr nn 008mamaa
008 121204s2012 gw | s |||| 0|eng d
020 _a9783642245909
_9978-3-642-24590-9
024 7 _a10.1007/978-3-642-24590-9
_2doi
050 4 _aTA401-492
072 7 _aTGM
_2bicssc
072 7 _aTEC021000
_2bisacsh
082 0 4 _a620.11
_223
100 1 _aYu, Mao-Hong.
_eauthor.
245 1 0 _aComputational Plasticity
_h[electronic resource] :
_bWith Emphasis on the Application of the Unified Strength Theory /
_cby Mao-Hong Yu, Jian-Chun Li.
264 1 _aBerlin, Heidelberg :
_bSpringer Berlin Heidelberg :
_bImprint: Springer,
_c2012.
300 _aXXIII, 529 p.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aAdvanced Topics in Science and Technology in China,
_x1995-6819
505 0 _aIntroduction -- Stress and Strain -- Material Models in Computational Plasticity -- Unified Strength Theory and Its Material Parameters -- Non-Smooth Multi-Surface Plasticity -- Implementation of the Unified Strength Theory into FEM Codes -- Examples of the Application of Unified Elasto-Plastic Constitutive Relations -- Strip with a Circular Hole under Tension and Compression -- Plastic Analysis of Footing Foundation Based on the Unified Strenghth Theory -- Underground Caves, Tunnels and the Excavation of Hydraulic Power Station.-Implementation of the Unified Strength Theory into ABAQUS and its Application -- 2D Simulation of Normal Penetration Using the Unified Strength Theory -- 3D Simulation of Normal and Oblique Penetration and Perforation -- Underground Mining -- Reinforced Concrete Beam and Plate -- Stability Analysis of Underground Caverns Based on the Unified Strength Theory -- Stability of Slope.- Unified Strength Theory and FLAC.- Mesomechanics and Multiscale Modelling for Yield Surface -- Miscellaneous Issues: Ancient Structures, Propellant of Solid Rocket, Parts of Rocket and Generator.
520 _a“Computational Plasticity with Emphasis on the Application of the Unified Strength Theory” explores a new and important branch of computational mechanics and is the third book in a plasticity series published by Springer. The other two are: Generalized Plasticity, Springer: Berlin, 2006; and Structural Plasticity, Springer and Zhejiang University Press: Hangzhou, 2009.   This monograph describes the unified strength theory and associated flow rule, the implementation of these basic theories in computational programs, and shows how a series of results can be obtained by using them. The unified strength theory has been implemented in several special nonlinear finite-element programs and commercial Finite Element Codes by individual users and corporations. Many new and interesting findings for beams, plates, underground caves, excavations, strip foundations, circular foundations, slop, underground structures of hydraulic power stations, pumped-storage power stations, underground mining, high-velocity penetration of concrete structures, ancient structures, and rocket components, along with relevant computational results, are presented.   This book is intended for graduate students, researchers and engineers working in solid mechanics, engineering and materials science. The theories and methods provided in this book can also be used for other computer codes and different structures. More results can be obtained, which put the potential strength of the material to better use, thus offering material-saving and energy-saving solutions.   Mao-Hong Yu is a professor at the Department of Civil Engineering at Xi'an Jiaotong University, Xi'an, China.
650 0 _aMechanical engineering.
650 0 _aCivil engineering.
650 0 _aMaterials.
650 1 4 _aMaterials Science.
650 2 4 _aMaterials Science, general.
650 2 4 _aMechanical Engineering.
650 2 4 _aCivil Engineering.
700 1 _aLi, Jian-Chun.
_eauthor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783642245893
830 0 _aAdvanced Topics in Science and Technology in China,
_x1995-6819
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-642-24590-9
912 _aZDB-2-CMS
999 _c102304
_d102304