000			06066cam a2200469Ii 4500
001			96093
003			ES-MaUEC
005			20230102112738.0
006			m o d
007			cr cnu|||unuuu
008			170531s2017 sz ob 000 0 eng d
020			_a3319567950
020			_a3319567977 _q(electronic bk.)
020			_a9783319567952
020			_a9783319567976 _q(electronic bk.)
020			_z9783319567952
040			_aN$T _cN$T _dEBLCP _dN$T _dGW5XE _dYDX _dUAB _dESU _dAZU _dUPM _dOCLCF _dIOG _dCOO _dVT2 _dOCLCQ _dU3W _dES-MaUEC _bspa
050		4	_aTA681 _b.R434 2017 EB
245	0	0	_aRecent advances on green concrete for structural purposes : _bthe contribution of the EU-FP7 Project EnCoRe _cJoaquim A.O. Barros, Liberato Ferrara, Enzo Martinelli, editors.
264		1	_aCham, Switzerland _bSpringer _c2017.
300			_a1 recurso en línea
336			_aTexto _btxt _2rdacontent
337			_aelectrónico _bc _2rdamedia
338			_arecurso electrónico _bcr _2rdacarrier
347			_atext file _bPDF
490	0		_aResearch for development
500			_aSpringerLink _bSpringer Engineering eBooks 2017 English+International
504			_aIncluye referencias bibliográficas
505	0		_aPreface; Acknowledgements; Contents; Recycled Aggregate Concrete; 1 State of Knowledge on Green Concrete with Recycled Aggregates and Cement Replacement; Abstract; 1.1 Sustainable Concrete Constituents; 1.1.1 Recycled Aggregates; 1.1.2 Alternative Binders; 1.2 Fresh-State Behaviour; 1.3 Hardened-State Behaviour; 1.4 Codes and Guidelines; 1.4.1 Europe; 1.4.2 United States, Hong Kong and Australia; 1.4.3 Some Remarks About Existing Regulations and Standards; 1.5 Insights into Concrete Sustainability; References; 2 Concrete with Recycled Aggregates: Experimental Investigations; Abstract.
505	8		_a2.1 The Influence of Processing Procedures for RCAs in RAC2.1.1 Materials and Methods; 2.1.2 Results and Analysis; 2.2 Influence of the Initial Moisture Condition of RCAs; 2.2.1 Materials and Methods; 2.2.2 Results and Analysis; 2.3 Influence of the Aggregate Replacement and Water to Cement Ratios; 2.3.1 Materials and Methods; 2.3.2 Results and Analysis; 2.4 Concluding Remarks; References; 3 Cement Replacement: Experimental Results for Concrete with Recycled Aggregates and Fly-Ash; Abstract; 3.1 The Experimental Campaign; 3.1.1 Materials; 3.1.2 Concrete Mixtures Proportions; 3.1.3 Test Matrix.
505	8		_a3.1.4 Casting and Curing Processes3.2 Experimental Results; 3.2.1 Workability; 3.2.2 Density; 3.2.3 Compressive Strength; 3.2.4 Tensile Strength; 3.2.5 Bond-Slip; 3.2.6 Permeability; 3.2.7 Resistance to Chlorides; 3.2.8 Carbonation Depth; 3.2.9 Analysis of Results and Evolution of the Compressive Strength; 3.3 Concluding Remarks; References; 4 Insights into the Triaxial Behaviour of Recycled Aggregate Concrete; Abstract; 4.1 The Experimental Campaign; 4.1.1 Materials; 4.1.2 Physical Properties of Recycled Coarse Aggregates; 4.1.3 Mixture Proportioning and Mixing Procedure.
505	8		_a4.1.4 Fresh Concrete Test Results4.1.5 Curing, Casting, and Specimen's Preparation; 4.1.6 Equipment for Mechanical Tests; 4.2 Mechanical Tests; 4.2.1 Uniaxial Compression Tests (UC); 4.2.2 Splitting Tensile Tests (ST); 4.2.3 Triaxial Compression Tests (TC); 4.3 Concluding Remarks; References; 5 Constitutive Formulations for Concrete with Recycled Aggregates; Abstract; 5.1 Thermodynamic Framework of Gradient Constitutive Theory; 5.2 Leon-Drucker-Prager Model for NAC; 5.3 The Extended LDP for Failure Analysis of RAC; 5.3.1 Maximum Strength Surface and Yield Condition.
505	8		_a5.3.2 Ductility in Pre-peak Regime5.3.3 Ductility in Post-peak Regime; 5.3.4 Inelastic Volumetric Deformation and Plastic Potential; 5.4 Numerical Analysis; 5.4.1 Uniaxial Tensile Test; 5.4.2 Uniaxial Compression Test; 5.4.3 Triaxial Compression Test; References; 6 Generalised Mix Design Rules for Concrete with Recycled Aggregates; Abstract; 6.1 Experimental Results and Modelling Techniques; 6.1.1 Experimental Characterisation of RCAs; 6.1.2 Experimental Characterisation of RACs and Hydration Process Modelling; 6.2 Physical Properties of RCAs: The Role of Attached Mortar.
520	3		_aThis book is mainly based on the results of the EU-funded UE-FP7 Project EnCoRe, which aimed to characterize the key physical and mechanical properties of a novel class of advanced cement-based materials incorporating recycled powders and aggregates and/or natural ingredients in order to allow partial or even total replacement of conventional constituents. More specifically, the project objectives were to predict the physical and mechanical performance of concrete with recycled aggregates; to understand the potential contribution of recycled fibers as a dispersed reinforcement in concrete matrices; and to demonstrate the feasibility and possible applications of natural fibers as a reinforcement in cementitious composites. All of these aspects are fully covered in the book. The opening chapters explain the material concept and design and discuss the experimental characterization of the physical, chemical, and mechanical properties of the recycled raw constituents, as well as of the cementitious composite incorporating them. The numerical models with potentialities for describing the behavior at material and structural level of constructions systems made by these composites are presented. Finally, engineering applications and guidelines for production and design are proposed.
650		7	_aEstructuras de hormigón _xEnvironmental aspects. _2embne _0(OCoLC)fst00874274 _0 _9143747
700	1		_aBarros, Joaquim A. O., _eeditor literario
700	1		_aFerrara, Liberato, _eeditor literario
700	1		_aMartinelli, Enzo, _eeditor literario
856	4	0	_uhttps://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-3-319-56797-6 _zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
988			_aEBOOK, asignarmaterias, EBSPRINGER_2017D
998			_b02/2018 _dz _e- _zSI
999			_c96093 _d96093 _x1