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020 _a9789402411386
024 7 _a10.1007/978-94-024-1138-6
_2doi
040 _aES-MaUEC
_bspa
_cES-MaUEC
_dES-MaUEC
050 4 _aTA440 2018 EB
100 1 _aBažant, Z. P.
_0http://id.loc.gov/authorities/names/n83121655
_1http://viaf.org/viaf/89816124/
245 1 0 _aCreep and Hygrothermal Effects in Concrete Structures
_cby Zdeněk P. Bažant, Milan Jirásek.
264 1 _aDordrecht
_bSpringer International Publishing
_c2018
300 _a1 recurso en línea (L, 918 páginas 335 ilustraciones, 10 ilustraciones a color)
336 _2rdacontent
_aTexto
_btxt
337 _2rdamedia
_aelectrónico
_bc
338 _2rdacarrier
_arecurso electrónico
_bcr
347 _atext file
_bPDF
490 0 _aSolid Mechanics and Its Applications
_x0925-0042
_v225
490 0 _aEngineering (Springer-11647)
505 0 _aPart I Fundamentals -- 1 Introduction -- 2 Fundamentals of Linear Viscoelasticity -- 3 Basic Properties of Concrete Creep, Shrinkage and Drying -- 4 Structural Effects of Creep and AAEM -- 5 Numerical Analysis of Creep Problems -- 6 Uncertainty Due to Parameter Randomness -- 7 Paradigms of Application, Phenomena Affecting Creep -- Part II Advanced Topics -- 8 Moisture Transport in Concrete -- 9 Solidification Theory -- 10 Microprestress-Solidification Theory -- 11 Physical and Statistical Justifications of Models B3 and B4 -- 12 Cracking and Fracture Mechanics Aspects -- 13 Temperature Effect -- A Viscoelastic Rheologic Models -- B Historical Note on Old Creep Models -- C Estimates of Parameters Used By RILEM Model B3 -- D Estimates of Parameters Used By RILEM Model B4 -- ECreep Models Recommended by Design Codes -- F Continuous Retardation Spectrum -- G Updating Long-Time Shrinkage Predictions -- H Transport Properties -- I Moisture Transport in Porous Materials -- J Nonstandard Statistics -- K Potentials for Aging Viscoelasticity -- L Method of Measurement of Creep and Shrinkage.
520 3 _aThis comprehensive treatise covers in detail practical methods of analysis as well as advanced mathematical models for structures highly sensitive to creep and shrinkage. Effective computational algorithms for century-long creep effects in structures, moisture diffusion and high temperature effects are presented. The main design codes and recommendations (including RILEM B3 and B4) are critically compared. Statistical uncertainty of century-long predictions is analyzed and its reduction by extrapolation is discussed, with emphasis on updating based on short-time tests and on long-term measurements on existing structures. Testing methods and the statistics of large randomly collected databases are critically appraised and improvements of predictions of multi-decade relaxation of prestressing steel, cyclic creep in bridges, cracking damage, etc., are demonstrated. Important research directions, such as nanomechanical and probabilistic modeling, are identified, and the need for separating the long-lasting autogenous shrinkage of modern concretes from the creep and drying shrinkage data and introducing it into practical prediction models is emphasized. All the results are derived mathematically and justified as much as possible by extensive test data. The theoretical background in linear viscoelasticity with aging is covered in detail. The didactic style makes the book suitable as a textbook. Everything is properly explained, step by step, with a wealth of application examples as well as simple illustrations of the basic phenomena which could alternate as homeworks or exams. The book is of interest to practicing engineers, researchers, educators and graduate students.
650 7 _aHormigón
_xExpansión y contracción
_9139844
_2embne
700 1 _aJirásek, Milan
_eautor
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_0http://id.loc.gov/authorities/names/n2001001275
_1http://viaf.org/viaf/89816124/
776 0 8 _iEdición impresa:
_z9789402411362
776 0 8 _iEdición impresa:
_z9789402411379
776 0 8 _iEdición impresa:
_z9789402414967
856 4 0 _uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-94-024-1138-6
_zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942 _2lcc
_cLE
998 _b03/2019
_dz
_ek
_feng
_ggw
_h0