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Corrosion in reinforced concrete structures / / edited by Hans Bohni
| Corrosion in reinforced concrete structures / / edited by Hans Bohni |
| Pubbl/distr/stampa | Cambridge, England, : Woodhead |
| Descrizione fisica | 1 online resource (262 p.) |
| Disciplina | 620.1/3723 |
| Altri autori (Persone) | BohniHans <1937-> |
| Soggetto topico |
Reinforced concrete - Corrosion
Concrete - Testing |
| ISBN |
1-280-17454-4
9786610174546 1-60119-972-4 1-84569-043-5 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Contributor contact details; Preface; 1: Corrosion in reinforced concrete: processes and mechanisms; 2: Monitoring of corrosion in reinforced concrete structures; 3: Numerical modelling of reinforcement corrosion in concrete; 4: Influence of concrete composition; 5: Stainless steel in concrete structures; 6: Surface treatments and coatings for corrosion protection; 7: Corrosion inhibitors for reinforced concrete; 8: Electrochemical techniques for corrosion protection and maintenance; Index |
| Record Nr. | UNINA-9911006534703321 |
| Cambridge, England, : Woodhead | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Damage to Concrete Structures / / Geert De Schutter
| Damage to Concrete Structures / / Geert De Schutter |
| Autore | De Schutter Geert |
| Pubbl/distr/stampa | Boca Raton, FL : , : Taylor & Francis, , [2013] |
| Descrizione fisica | 1 online resource (xix, 189 pages) : illustrations |
| Disciplina | 690.21 |
| Soggetto topico |
Building failures - Prevention
Concrete construction Concrete - Testing |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | 1. Durability and service life -- 2. Inappropriate design -- 3. Errors during casting -- 4. Actions during hardening -- 5. Actions during service. |
| Record Nr. | UNINA-9910513681603321 |
De Schutter Geert
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| Boca Raton, FL : , : Taylor & Francis, , [2013] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Draft regulatory guide DG-1187 [[electronic resource] ] : concrete radiation shields and generic shield testing for nuclear power plants
| Draft regulatory guide DG-1187 [[electronic resource] ] : concrete radiation shields and generic shield testing for nuclear power plants |
| Pubbl/distr/stampa | [Washington, D.C.] : , : U.S. Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, , [2008] |
| Descrizione fisica | 6 pages : digital, PDF file |
| Collana | Draft regulatory guide |
| Soggetto topico |
Nuclear reactors - Shielding (Radiation) - Testing
Concrete - Testing Nuclear power plants - Safety measures - Testing Nuclear power plants - Standards |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Altri titoli varianti | Draft regulatory guide DG-1187 |
| Record Nr. | UNINA-9910697820703321 |
| [Washington, D.C.] : , : U.S. Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, , [2008] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Evaluation of refractory qualities of concretes for jet aircraft warm-up, power check maintenance aprons, and runways / / J.V. Ryan, E.C. Tuma
| Evaluation of refractory qualities of concretes for jet aircraft warm-up, power check maintenance aprons, and runways / / J.V. Ryan, E.C. Tuma |
| Autore | Ryan J. V |
| Pubbl/distr/stampa | Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 1963 |
| Descrizione fisica | 1 online resource |
| Altri autori (Persone) |
RyanJ. V
TumaE. C |
| Collana | NBS report |
| Soggetto topico |
Aircraft exhaust emissions
Concrete - Testing Concrete - Thermal properties |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910711282903321 |
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Ryan J. V
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| Gaithersburg, MD : , : U.S. Dept. of Commerce, National Institute of Standards and Technology, , 1963 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Fire resistance of walls of gravel-aggregate concrete masonry units / / by Harry D. Foster, Earl R. Pinkston, and S.H. Ingberg
| Fire resistance of walls of gravel-aggregate concrete masonry units / / by Harry D. Foster, Earl R. Pinkston, and S.H. Ingberg |
| Autore | Foster H. D (Harry David), <1898-> |
| Pubbl/distr/stampa | Washington, D.C. : , : U.S. Dept. of Commerce, National Bureau of Standards : , : U.S. Govt. Print. Off., , 1951 |
| Descrizione fisica | 1 online resource (ii, 17 pages) : illustrations |
| Altri autori (Persone) |
IngbergS. H <1877-1971.> (Simon H.)
PinkstonEarl R |
| Collana | Building materials and structures report |
| Soggetto topico |
Aggregates (Building materials)
Concrete - Testing Fire testing Masonry Walls |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910712942403321 |
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Foster H. D (Harry David), <1898->
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| Washington, D.C. : , : U.S. Dept. of Commerce, National Bureau of Standards : , : U.S. Govt. Print. Off., , 1951 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Handbook of analytical techniques in concrete science and technology : principles, techniques and applications / / edited by V.S. Ramachandran and James J. Beaudoin
| Handbook of analytical techniques in concrete science and technology : principles, techniques and applications / / edited by V.S. Ramachandran and James J. Beaudoin |
| Edizione | [Second edition.] |
| Pubbl/distr/stampa | Park Ridge, N.J., : Noyes Publications |
| Descrizione fisica | 1 online resource (527 pages) |
| Disciplina | 624.1/83 |
| Altri autori (Persone) |
BeaudoinJ. J
RamachandranV. S |
| Collana | Building materials series |
| Soggetto topico |
Concrete - Testing
Concrete - Analysis |
| ISBN |
9786612002557
1-282-00255-4 0-8155-1737-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9911004764803321 |
| Park Ridge, N.J., : Noyes Publications | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Handbook of analytical techniques in concrete science and technology : principles, techniques, and applications / / edited by V.S. Ramachandran and James J. Beaudoin
| Handbook of analytical techniques in concrete science and technology : principles, techniques, and applications / / edited by V.S. Ramachandran and James J. Beaudoin |
| Pubbl/distr/stampa | Park Ridge, N.J., : Noyes Publications |
| Descrizione fisica | 1 online resource (995 p.) |
| Disciplina |
620.136
624.1/83 624.183 |
| Altri autori (Persone) |
RamachandranV. S
BeaudoinJ. J |
| Soggetto topico |
Concrete - Testing
Concrete - Analysis |
| ISBN |
0-08-094673-9
9786612769535 1-282-76953-7 1-282-00256-2 9786612002564 0-8155-1738-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Handbook of Analytical Techniques in Concrete Science and Technology: Principles, Techniques, and Applications; Copyright Page; Contents; Chapter 1. Concrete Science; 1.0 INTRODUCTION; 2.0 FORMATION OF PORTLAND CEMENT; 3.0 INDIVIDUAL CEMENT COMPOUNDS; 4.0 PORTLAND CEMENT; 5.0 CEMENT PASTE; 6.0 MODELS OF HYDRATED CEMENT; 7.0 CONCRETE PROPERTIES; 8.0 DURABILITY OF CONCRETE; REFERENCES; Chapter 2. Petrographic and Technological Methods for Evaluation of Concrete Aggregates; 1.0 INTRODUCTION; 2.0 CHEMICAL TESTS; 3.0 AGGREGATES THAT RELEASE ALKALIS INTO THE PORE SOLUTION IN CONCRETE
4.0 DETERMINATION OF POROSITY AND WATER ABSORPTION OF AGGREGATES5.0 INSTRUMENTAL TECHNIQUES FOR DETERMINING THE POTENTIAL REACTIVITY OF SILICEOUS AGGREGATES; 6.0 STAINING TECHNIQUES FOR AGGREGATES; 7.0 SHAPE AND SURFACE TEXTURE OF AGGREGATES; REFERENCES; Chapter 3. Chemical Methods of Analysis of Concrete; 1.0 INTRODUCTION; 2.0 HARDENED CONCRETE ANALYSIS PROCEDURES; 3.0 MORTARS, GROUTS AND PLASTERS; REFERENCES; Chapter 4. Thermal Analysis; 1.0 INTRODUCTION; 2.0 CEMENT CLINKER; 3.0 SYNTHESIS OF CEMENT PHASES; 4.0POLYMORPHISM IN SILICATES; 5.0HYDRATION OF CALCIUM SILICATES 6.0HYDRATION OF C3A AND C4AF7.0HYDRATION OF CEMENT; 8.0DURABILITY; REFERENCES; Chapter 5. IR Spectroscopy; 1.0INTRODUCTION; 2.0THEORY; 3.0 THE SPECTRA OF ROCKS, MINERALS, CLAYS, ETC.; 4.0SPECTRA OF FLY ASH AND SLAG; 5.0ANHYDROUS CEMENT AND ITS PHASES; 6.0SOLID SOLUTION; 7.0HYDRATION STUDIES; 8.0STUDIES ON CONCRETE; 9.0MISCELLANEOUS STUDIES; ACKNOWLEDGMENT; REFERENCES; Chapter 6. NuclearMagnetic Resonance Spectroscopy; 1.0INTRODUCTION; 2.0STRUCTURAL INVESTIGATIONS OF ANHYDROUS CEMENT PHASES; 3.0STRUCTURAL INVESTIGATIONS OF CALCIUM SILICATE HYDRATE (C-S-H) AND RELATED CRYSTALLINE PHASES 4.0INVESTIGATIONS OF PORTLAND CEMENT HYDRATION5.0 INVESTIGATIONS OF ALUMINATE CEMENT HYDRATION; 6.0WASTE SOLIDIFICATION AND STABILIZATION; 7.0ALKALI SILICA GEL; 8.0STRUCTURAL INVESTIGATIONS OF RAW MATERIALS; 9.0NOTE ADDED IN PROOF; REFERENCES; Chapter 7. ScanningElectron Microscopy, X-Ray Microanalysis of Concretes; 1.0INTRODUCTION; 2.0SCANNING ELECTRON MICROSCOPY, X-RAY MICROANALYSIS; 3.0CONCRETE UNDER THE SEM; 4.0INTERPRETATION OF CONCRETE DETERIORATION FROM SEM/EDXA; 5.0SUMMARY; REFERENCES; Chapter 8. X-Ray Diffraction; 1.0INTRODUCTION; 2.0BASIC PRINCIPLE 3.0DEVELOPMENTS IN INSTRUMENTATION4.0COMPUTERS IN X-RAY DIFFRACTOMETRY AND SOFTWARE APPLICATIONS; 5.0X-RAY DIFFRACTOMETRY OF CLINKER AND CEMENT; 6.0X-RAY DIFFRACTOMETRY OF HYDRATED CEMENT; 7.0X-RAY DIFFRACTOMETRY IN CONCRETE CHEMISTRY; 8.0XRDIN MISCELLANEOUS CEMENTITIOUS SYSTEMS; 9.0CONCLUSIONS; ACKNOWLEDGMENTS; REFERENCES; Chapter 9. Rheology; 1.0INTRODUCTION; 2.0BACKGROUND; 3.0SUSPENSIONS; 4.0RHEOLOGICALBEHAVIOR OF CEMENT PASTE; 5.0CONCRETE; 6.0RHEOMETERS; ACKNOWLEDGMENTS; REFERENCES; Chapter 10. Dimensional Changes; 1.0 INTRODUCTION; 2.0 ENERGETICS OF ADSORPTION 3.0 CHEMICAL INTERACTIONS IN POROUS MEDIA |
| Record Nr. | UNINA-9911006833903321 |
| Park Ridge, N.J., : Noyes Publications | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Materials and structures
| Materials and structures |
| Pubbl/distr/stampa | London : , : E. & F.N. Spon, , 1992- |
| Descrizione fisica | 1 online resource |
| Disciplina | 620.1/1 |
| Soggetto topico |
Dwellings - Remodeling
Materials - Testing Concrete - Testing Testing laboratories |
| Soggetto genere / forma |
Handbooks and manuals.
Periodicals. |
| Soggetto non controllato |
materialen
materials beton concrete fractals reologische eigenschappen rheological properties treksterkte tensile strength fysische eigenschappen physical properties engineering Physics (General) Mechanical and Electronic Engineering Fysica (algemeen) Werktuigbouwkunde en elektrotechniek |
| ISSN | 1871-6873 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910135464403321 |
| London : , : E. & F.N. Spon, , 1992- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Materials and structures
| Materials and structures |
| Pubbl/distr/stampa | London : , : E. & F.N. Spon, , 1992- |
| Descrizione fisica | 1 online resource |
| Disciplina | 620.1/1 |
| Soggetto topico |
Dwellings - Remodeling
Materials - Testing Concrete - Testing Testing laboratories |
| Soggetto genere / forma |
Handbooks and manuals.
Periodicals. |
| Soggetto non controllato |
materialen
materials beton concrete fractals reologische eigenschappen rheological properties treksterkte tensile strength fysische eigenschappen physical properties engineering Physics (General) Mechanical and Electronic Engineering Fysica (algemeen) Werktuigbouwkunde en elektrotechniek |
| ISSN | 1871-6873 |
| Formato | Materiale a stampa |
| Livello bibliografico | Periodico |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISA-996204168203316 |
| London : , : E. & F.N. Spon, , 1992- | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
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Non-destructive in situ strength assessment of concrete : practical application of the RILEM TC 249-ISC recommendations / / Denys Breysse, Jean Paul Balayssac, editors
| Non-destructive in situ strength assessment of concrete : practical application of the RILEM TC 249-ISC recommendations / / Denys Breysse, Jean Paul Balayssac, editors |
| Pubbl/distr/stampa | Cham, Switzerland : , : Springer, , [2021] |
| Descrizione fisica | 1 online resource (397 pages) |
| Disciplina | 620.136 |
| Collana | RILEM State-Of-the-Art Reports |
| Soggetto topico |
Concrete - Testing
Nondestructive testing |
| ISBN | 3-030-64900-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Intro -- RILEM Members -- Preface -- RILEM Publications -- RILEM Proceedings (PRO) -- RILEM Reports (REP) -- Contents -- Contributors -- Part ITheory -- 1 In-Situ Strength Assessment of Concrete: Detailed Guidelines -- 1.1 Scope -- 1.2 Preliminary Considerations -- 1.2.1 Context and Objective of the Investigation -- 1.2.2 Details of the Structure to Investigate -- 1.2.3 Constraints of the Investigation -- 1.2.4 Investigation as Part of a Wider Evaluation Program -- 1.3 Planning of the Investigation -- 1.3.1 Methods -- 1.3.2 Preliminary Recommendations Before Performing the Tests -- 1.3.3 Methodology for Determining the Locations and Number of NDT Locations -- 1.4 Cores -- 1.4.1 Location of Cores -- 1.4.2 Number of Cores -- 1.4.3 Dimensions -- 1.4.4 Extraction, Conservation and Preparation of Cores -- 1.4.5 Core Testing (Mechanical Testing, NDT) -- 1.5 Identification of the Conversion Model -- 1.5.1 Main Steps and Principles -- 1.5.2 NDT Test Result Precision -- 1.5.3 Data Processing: The Case of Outliers -- 1.5.4 Types of Conversion Models -- 1.5.5 Model Identification Approach -- 1.5.6 Using the Conversion Model and Quantifying Its Error -- 1.6 Overall Assessment Methodology and Recommended Number of Cores -- 1.6.1 Organization of the Evaluation Approach -- 1.6.2 Recommended Number of Cores -- References -- 2 How to Identify the Recommended Number of Cores? -- 2.1 Introduction -- 2.2 Theoretical Principles-Strength Assessment Precision and Risk Curves -- 2.2.1 Considering Risk in Non-destructive Concrete Strength Assessment -- 2.2.2 Risk of a Wrong Estimation -- 2.2.3 Most Influencing Factors -- 2.2.4 Risk Curves -- 2.2.5 Multi-objective Risk Curves and Recommended Number of Cores -- 2.3 How Risk Curves Are Built -- 2.3.1 The Principles of Synthetic Simulations -- 2.3.2 Application Domain and Assumptions.
2.3.3 Illustration of Risk Curves in a Specific Case and Illustration of the Influencing Factors -- 2.3.4 From Risk Curves to Recommended Number of Cores -- 2.4 Modeling Risk Curves and Deriving the Required Number of Cores -- 2.4.1 Modelling Risk Curves -- 2.4.2 Identification and Validation of Risk Models -- 2.4.3 Analysis of the Risk Models and of Their Influencing Factors -- 2.4.4 Identification of the Required Number of Cores -- 2.5 Recommendations Regarding the Prescribed Minimum Number of Cores -- 2.5.1 Preliminary Statements -- 2.5.2 Illustrating the Effect of EQL and TRP -- 2.5.3 Influence of How the Targets Are Expressed -- 2.5.4 How Are the Tables Giving the Minimum Number of Cores Organized and How Can They Be Used? -- 2.6 Tables Providing the Recommended Minimum Number of Cores -- References -- 3 Evaluation of Concrete Strength by Combined NDT Techniques: Practice, Possibilities and Recommendations -- 3.1 Introduction -- 3.2 How Variations of the Concrete Properties Influence the NDT Measurements -- 3.3 How to Combine NDT Measurements -- 3.3.1 Multiple Regression Methods -- 3.3.2 Artificial Neural Networks -- 3.3.3 Data Fusion -- 3.4 Applying the RILEM TC 249-ISC Recommendations and Combining Several NDT -- 3.5 Conclusion -- References -- 4 Identification of Test Regions and Choice of Conversion Models -- 4.1 Introduction -- 4.2 Identification of TR -- 4.2.1 TR Identification in a Continuous Structure -- 4.2.2 TR Identification in a Real Case Study Building -- 4.2.3 Conclusions -- 4.3 Choice of Conversion Models -- 4.3.1 Description of the Process -- 4.3.2 Example of Application on Three Case Studies -- 4.3.3 Conclusions -- References -- 5 Identification and Processing of Outliers -- 5.1 Context and Principles -- 5.2 Outlier Identification -- 5.2.1 General Considerations and Methods. 5.2.2 Identification of Candidate Outliers for Univariate Data Sets (Situation A) -- 5.2.3 Identification of Candidate Outliers for Bivariate Data Sets (Situation B) -- 5.3 Dealing with Outliers -- 5.3.1 General Considerations -- 5.3.2 Outlier Accommodation Techniques for Univariate Data Sets (Situation A) -- 5.3.3 Outlier Accommodation Techniques for Bivariate Data Sets (Situation B) -- References -- Part IIApplications -- 6 How Investigators Can Assess Concrete Strength with On-site Non-destructive Tests and Lessons to Draw from a Benchmark -- 6.1 Introduction -- 6.1.1 Original Idea of Benchmark and Methodology -- 6.1.2 Synthetic Simulations for Assessing Strategies -- 6.2 Presentation of the Benchmark: Case Study and Rules to Be Applied -- 6.2.1 Case Study -- 6.2.2 Resources and Cost -- 6.2.3 Resources Available -- 6.2.4 Cores and Conservation -- 6.2.5 What is Expected from Each Benchmark Participant -- 6.3 Generation of Synthetic Data -- 6.3.1 How Simulation Works -- 6.3.2 Analysis of Synthetic Data -- 6.3.3 How to Model the Assessment Methodology -- 6.4 Feedback from the Benchmark Contributions-Defining Strategies -- 6.4.1 Participants -- 6.4.2 Analysis and Modelling of the Investigation Strategies -- 6.4.3 Short Note About Precision and Representativeness of Test Results -- 6.5 Feedback from the Benchmark Contributions-Deriving Strength Estimates -- 6.5.1 Approaches Using a Prior Model Without Calibration -- 6.5.2 Approaches Developing a Specific Model -- 6.5.3 Composite Approach -- 6.6 Comparison of Results and Discussion -- 6.6.1 Assessment of Strength Properties at the Various KL -- 6.6.2 Important Issues Identified Thanks to the Benchmark -- 6.7 Conclusions and Contribution of the Benchmark to the Preparation of RILEM TC 249-ISC Recommendations -- References. 7 How Investigators Can Answer More Complex Questions About Assess Concrete Strength and Lessons to Draw from a Benchmark -- 7.1 Introduction -- 7.2 Presentation of the Benchmark: Case Study and Rules to Be Applied -- 7.2.1 Case Study -- 7.2.2 The Investigation Strategy -- 7.2.3 What Can Be Measured -- 7.2.4 Available Resources for the Investigation -- 7.2.5 What Is Looked for? -- 7.3 Generation of Synthetic Data -- 7.3.1 How the Simulation Process Works -- 7.3.2 Simulation of Material Properties -- 7.3.3 Simulation of NDT Properties -- 7.3.4 Simulation of Test Results -- 7.3.5 What Was Simulated-What Are the Right Answers? -- 7.4 Analysis of Investigation Methodologies -- 7.4.1 Comparison of Methodologies at the Three Knowledge Levels -- 7.4.2 Resource Distribution Between DT/NDT and Between Tanks -- 7.4.3 Resource Distribution Between Different Types of NDT Methods -- 7.4.4 What Would Be an "Average Investigation Program"? -- 7.5 Description of Data Processing Methodologies -- 7.5.1 Description of the Assessment Methodology for All Contributions -- 7.5.2 Synthesis About the Definition of Core Location -- 7.5.3 Synthesis About the Data that Can Be Used for Correlation with Cores -- 7.5.4 Synthesis About the Identification of Conversion Models -- 7.6 Analysis of Assessments Provided by the Contributors -- 7.6.1 Specific Problem Due to Carbonation Effect on Rebound Test Results -- 7.6.2 Answer to Question 1: The Four Tanks Have Similar Properties? -- 7.6.3 Answer to Question 2: Provide Average and Standard Deviation of Strength -- 7.6.4 Answer to Question 3: Can You Identify Defective Areas in Tank A -- 7.6.5 Summary of Contributor Performances Regarding All Objectives -- 7.7 Synthesis of What Can Be Derived for RILEM Guidelines -- 7.7.1 Example of a Successful Investigation with a Limited Amount of Resource (KL2). 7.7.2 Lessons Regarding the RILEM Recommendations -- Appendix 7.1: Number of Tests of Each Type for KL1 and KL2 Investigations -- Appendix 7.2: Recommendations Regarding the Conversion Model Identification and Validation -- Appendix 7.3: Repeatability of Test Results (or Test Result Precision, TRP) -- References -- 8 Illustration of the Proposed Methodology Based on Synthetic Data -- 8.1 Description of the Case Study -- 8.1.1 The Synthetic Structure -- 8.1.2 The Synthetic Investigation Program -- 8.2 Organization of the Chapter and Content -- 8.3 Developing the Investigation and Assessment -- 8.3.1 Task 1. Defining EQL -- 8.3.2 Task 2. Performing NDT Measurements -- 8.3.3 Task 3. Assessing the Test Results Precision (TRP) -- 8.3.4 Task 4. Identifying Test Regions -- 8.3.5 Task 5. Defining the Number of Cores -- 8.3.6 Task 6. Defining the Location of Cores -- 8.3.7 Task 7. Choosing a Conversion Model -- 8.3.8 Task 8. Identifying and Calibrating the Conversion Model -- 8.3.9 Task 9. Estimating Concrete Strength and the Uncertainty on Strength Estimates -- References -- 9 Illustration of the Proposed Methodology Based on a Real Case-Study -- 9.1 Description of the Case Study-Original Methodology -- 9.2 Critical Analysis of the Expert Methodology and of Its Results-What Could Be Improved -- 9.2.1 Interesting Ideas Developed in the Original Study -- 9.2.2 What Would Have Deserved Further Attention -- 9.3 Concrete Properties Assessment of the Same Structure Following the RILEM TC 249-ISC Recommendations -- 9.3.1 T1. Defining EQL -- 9.3.2 T2. Carrying Out NDT Measurements -- 9.3.3 T3. Assessing Test Result Precision -- 9.3.4 T4. Identifying Test Regions -- 9.3.5 T5. Defining the Number of Cores -- 9.3.6 T6. Defining the Location of Cores -- 9.3.7 T7. Choice of a Conversion Model -- 9.3.8 T8. Model Identification and Calibration. 9.3.9 T9. Strength Estimation and Estimation of Strength Assessment Uncertainty (Model Prediction Error). |
| Record Nr. | UNINA-9910483411803321 |
| Cham, Switzerland : , : Springer, , [2021] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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