000			05201cam a2200649Mi 4500
001			ocn857065105
003			OCoLC
005			20220517104248.0
006			m d
007			cr cn|||||||||
008			130814s2012 gw ob 001 0 eng d
040			_aE7B _beng _epn _erda _cE7B _dOCLCO _dN$T _dOCLCF _dYDXCP _dHEBIS _dEBLCP _dOCLCQ _dDEBSZ _dOCLCQ _dAGLDB _dSTF _dOCLCQ _dVTS _dEZ9 _dOCLCQ _dAU@ _dOCLCQ _dM8D _dOCLCO _dOCLCA _dN$T
020			_a9783862193899 _q(electronic bk.)
020			_a3862193896 _q(electronic bk.)
020			_z9783862193882
029	1		_aAU@ _b000062380276
029	1		_aCHNEW _b000635609
029	1		_aDEBBG _bBV043136808
029	1		_aDEBSZ _b421211512
029	1		_aDEBSZ _b449719103
035			_a(OCoLC)857065105
050		4	_aQA76.9.C65 _bC66 2013eb
072		7	_aTEC _x009000 _2bisacsh
072		7	_aTEC _x035000 _2bisacsh
082	0	4	_a620.1373 _222
049			_aN$TA
245	0	0	_aComputer modeling and investigation on the steel corrosion in cracked ultra high performance concrete / _cAlireza Rafiee.
264		1	_aKassel : _bKassel Univ., _c2012.
300			_a1 online resource (v, 219 pages)
336			_atext _btxt _2rdacontent
337			_acomputer _bc _2rdamedia
338			_aonline resource _bcr _2rdacarrier
504			_aIncludes bibliographical references and index.
505	0		_aFront cover ; Title page ; Imprint ; ACKNOWLEDGEMENTS; Vorwort der Herausgeber; ABSTRACT; TABLE OF CONTENTS; 1. INTRODUCTION; 1.1 Background; 1.2 Service-Life Requirements; 1.3 Scope of Study; 1.4 Disposition of the Thesis; 2. LITERATURE REVIEW; 2.1. General; 2.2. Review of Corrosion of Steel in Concrete; 2.2.1. Mechanism of Electrochemical Corrosion; 2.2.2. Principles of steel corrosion in concrete; 2.2.3. Initiation of Steel Corrosion in Concrete; 2.2.4. Polarization of Steel in Concrete; 2.2.5. Types of Corrosion Cells; 2.3. Penetration into Porous Materials.
505	8		_a2.3.1. Pore Structure of Cement Paste2.3.2. Moisture Movement in Concrete; 2.3.3. Chloride Ingress into Concrete; 2.3.4. Gaseous Material Transport in Concrete; 2.4. Ultra High Performance Concrete (UHPC); 2.4.1. General; 2.4.2. Durability; 2.4.3. Rehydration; 2.4.4. Danger of Delayed Ettringite Formation; 2.5. Cracked Concrete; 2.5.1. Steel Corrosion in Cracked Concrete; 2.5.2. Diffusion into Cracked Concrete; 3. Experimental Program; 3.1. Introduction; 3.2. Materials; 3.3. Mixture Proportion and Curing Regime; 3.4. Cracked Steel Fiber Reinforced Concrete (Test Methods).
505	8		_a3.4.1. Procedures of Preparation3.4.2. Crack Formation; 3.4.3. Load-deflection curves interpretation; 3.4.4. Visual inspection; 3.5. Second series of laboratory tests; 3.5.1. Water diffusion test; 3.5.2. Water sorption test; 3.5.3. Rapid chloride migration test; 3.5.4. Electrical resistivity of concrete; 3.5.5. Mercury porosimetry; 3.5.6. Tafel plot technique; 3.5.7. Compressive strength test; 3.5.8. Validation test; 4. NUMERICAL TECHNIQUES; 4.1. General; 4.2. Finite Element Method (FEM); 4.3. Finite Difference Method (FDM); 4.3.1. FDM for Solving the Three-dimensional Diffusion Equation.
505	8		_a4.3.2. FDM for Solving the Two-dimensional Advection-Diffusion Equation4.3.3. FDM for Solving the Three-dimensional Laplace Equation; 5. Multi-Field Computer Modeling; 5.1. General; 5.2. Geometrical Conditions; 5.2.1. Input Data; 5.2.2. Assumptions; 5.3. Exposure Conditions at the Boundary Areas; 5.3.1. Input Data; 5.3.2. Assumptions; 5.3.3. Mathematical Formulation; 5.4. Environmental and Initial Conditions; 5.5. Water Movement in Concrete; 5.5.1. Input Data; 5.5.2. Assumptions; 5.5.3. Applied Equations and Mathematical Formulations; 5.5.4. Boundary Conditions.
505	8		_a5.6. Chloride Ion Ingress into Concrete5.6.1. Input Data; 5.6.2. Assumptions; 5.6.3. Applied Equations and Mathematical Formulations; 5.6.4. Boundary Conditions; 5.7. Oxygen Ingress into Concrete; 5.7.1. Input Data; 5.7.2. Assumptions; 5.7.3. Applied Equations and Mathematical Formulations; 5.7.4. Boundary Conditions; 5.8. Crack Modeling; 5.9. Corrosion Analysis; 5.9.1. Input Data; 5.9.2. Assumptions; 5.9.3. Applied Equations and Mathematical Formulations; 5.9.4. Solution Strategy; 5.10. Electrical Resistivity of Concrete; 5-11 Outputs; 5.12. Computer Code.
506	0		_aOpen Access _5EbpS
650		0	_aComputer simulation.
650		0	_aModel-integrated computing. _97197
650		7	_aTECHNOLOGY & ENGINEERING _xEngineering (General) _2bisacsh
650		7	_aTECHNOLOGY & ENGINEERING _xReference. _2bisacsh
650		7	_aComputer simulation. _2fast _0(OCoLC)fst00872518
650		7	_aModel-integrated computing. _2fast _0(OCoLC)fst01739357 _97197
650		7	_aUltrahochfester Beton _2gnd _0(DE-588)7600453-3 _912690
650		7	_aBetonstahl _2gnd _0(DE-588)4006326-4 _928758
650		7	_aLochfraßkorrosion _2gnd _0(DE-588)4168012-1 _928759
655		4	_aElectronic books.
655		0	_aElectronic books.
700	1		_aRafiee, Alireza. _97200
856	4	0	_3EBSCOhost _uhttps://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&db=nlabk&AN=753846
938			_aEBSCOhost _bEBSC _n753846
942			_cEBK
994			_aC0 _bN$T
999			_c4836 _d4836