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001			303909
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005			20160429155842.0
007			cr nn 008mamaa
008			150903s2012 gw | o |||| 0|eng d
020			_a9783642245909 _99783642245909
024	7		_a10.1007/9783642245909 _2doi
035			_avtls000358059
039		9	_a201509030544 _bVLOAD _c201405070225 _dVLOAD _y201402191513 _zstaff
040			_aMX-SnUAN _bspa _cMX-SnUAN _erda
050		4	_aTA401-492
100	1		_aYu, Mao-Hong. _eautor _9327534
245	1	0	_aComputational Plasticity : _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 páginas _brecurso en línea.
336			_atexto _btxt _2rdacontent
337			_acomputadora _bc _2rdamedia
338			_arecurso en línea _bcr _2rdacarrier
347			_aarchivo de texto _bPDF _2rda
490	0		_aAdvanced Topics in Science and Technology in China, _x1995-6819
500			_aSpringer eBooks
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.
590			_aPara consulta fuera de la UANL se requiere clave de acceso remoto.
700	1		_aLi, Jian-Chun. _eautor _9342611
710	2		_aSpringerLink (Servicio en línea) _9299170
776	0	8	_iEdición impresa: _z9783642245893
856	4	0	_uhttp://remoto.dgb.uanl.mx/login?url=http://dx.doi.org/10.1007/978-3-642-24590-9 _zConectar a Springer E-Books (Para consulta externa se requiere previa autentificación en Biblioteca Digital UANL)
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999			_c303909 _d303909