Structural concrete : textbook on behaviour, design and performance; updated knowledge of the CEB/FIB Model Code 1990 Vol. 3 ; Durability, design for fire resistance, member design, assessment, maintenance and repair, practical aspects
Gespeichert in:
| Körperschaften: |
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| Format: |
Buch |
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| Sprache: |
Englisch |
| Erschienen: |
Lausanne: fib ; 1999 |
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| Umfang: |
269 S ; graph. Darst |
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| Übergeordnetes Werk: |
311573193 - Vol. 3 |
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| Reihe: |
Bulletin / fib, International Federation for Structural Concrete ; Manual, textbook ; 3 |
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| Links: | |
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| ISBN: |
2-88394-043-6 |
| Katalog-ID: |
318232138 |
|---|
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2024-08-05T15:41:01.608Z |
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nb Structural Concrete Textbook on Behaviour, Design and Performance Updated knowledge of the CEB/FIP Model Code 1990 Volume … Durability Design for fire resistance Assessment, maintenance and repair - December 1999 … Member design Practical aspects - Contents … Durability … Introduction … Background … Structural … design versus durability design Uniqueness of structural concrete Scope … Functional … Definitions … Realism in service life … Responsibilities … Codes and standards … requirements design … design basis Deemed-to-satisfy design Probabilistic performance based service life design … CEB-FIP Model Code 1990 … Deterioration mechanisms … Water and moisture … Passivation of steel in concrete … Depassivation … Corrosion of steel in concrete … Early … Frost and … Salt … Parameters … Identification of physical and chemical exposure … Geometrical form of exposed … Cement type and concrete Reinforcement … Concrete … Cracking … Environmental … Water and moisture … Atmosphere Temperature … Classification of environmental exposure … as transport of steel in concrete by carbonation or cracking de-icing agents crystallisation age influencing durability parts of the quality cover aggressivity structure chlorides … Execution and … Compaction of Curing … workmanship … concrete … controlled formwork liner (PFL) … Permeability … Self-compacting concrete (SCC) Spacers High performance concrete (HPC) Supervision versus quality assurance and quality control Handing-over situation: 'Birth certificate' … Service life … (1) (2) (3) design of new structures design and execution Basic design strategies Level of modelling for service life design Multi-stage protection approach Robustness in design and construction Adapt requirements to local conditions Consequences of designing slender or minimal structures Adequate dimensions (4) Congested (5) Fibre reinforcement … Aesthetics … (1) (2) (3) (4) (5) … design Target service life Interaction between … reinforcement … Durability Tanking Lining enhancement … measures … Increased concrete … cover … Non-corrodable reinforcement Epoxy coating and hot dip galvanising of reinforcement … (6) Cathodic prevention … Inserts and fixtures … Updating … Durability monitoring … Recent advances in service life … Probabilistic … Modelling … of service life performance Deterministic based service life design … probabilistic Life cycle cost optimisations Reliability updating References for design versus chapter … service life design … of concrete … Design … Fire risks … Objectives … Costs and losses … Structural fire … Fire and buildings for fire resistance … design provisions … design … severity Progress of fire in … Structural response … 0) (2) (3) (4) Spalling Separating functions Fire resistance design … Tabulated data … Material Properties … General … Concrete … Steel … General … General … Tabulated data … (1) (2) Scope … Overall … Concept design … Robust structures … Thermal expansion, restraint and behaviour of buildings in fire … Compartmentation … Fires in tunnels … Damage … Circumstances and indications at the … Material … Structural … Determination of the degree of deterioration, methods of General aspects … the material on … building a design rules … properties and tables design rules design and caused … detailing by fire exposure place of the fire … damage damage References for Annex to … chapter chapter … repair … Design … Member … Linear members … Description of the structure (1) Concrete … Structural model … Actions … Combination for ULS and (1) (2) Upper slab and foundation design Uprights design … Reinforcement … Verification at (1) (2) (3) Stress limitation … Crack width … Deformation … Slabs … Description of the structure … (1) (2) Material … Structural model … (1) (2) Restraints … (3) Prestressing forces Time-dependent prestressing losses … Actions … Combinations of actions … Verification at … (1) (2) (3) (4) Verification … Verification of ultimate limit state … (1) (2) (3) (4) Slab ultimate limit … cover consequent internal actions … layout serviceability limit state properties Concrete … serviceability limit state … tensioning Verification of limit state of stress limitation in concrete Verification of … cover at … serviceability limit state of cracking … Deformation state … Verification to bursting force spalling force Verification punching action … Verification to to … Deep beams and discontinuity regions … Principles and methods of design … Introduction to the … Definitions and … (1) … 1) … 2) … 3) (2) (3) … 1) … 2) … 1) … 2) … 3) … 4) … 5) … 6) … 3) … 1) … 2) design of deep beams and discontinuity regions general properties of D-regions The extent of D-regions Overview over the design of D-regions The design of D-regions with finite element computer programs (FEM) Design of deep beams and discontinuity regions with strut-and-tie models The principles of the method Developing the strut-and-tie model Before modelling begins … General rules and advice for modelling Modelling of D-regions by means of the load path method … Developing … the model from the elastic behaviour Typical models Accuracy and optimisation of the strut-and-tie model Checking the ties and struts … Ties … Concrete struts … Deep (1) … 1) General (2) Numerical compression or stress … fields … beams … Concrete stresses of a … 1) example Structural analysis … 2) Chord reinforcement … 3) Concrete … 1) End … 2) … 4) Inner support node Concluding remark … Beam-column connections … (1) (2) General behaviour … 1) … 2) (3) (4) (5) stresses deep beam … and node … regions … supports … Beam-column connections with negative (closing) … moment models and associated reinforcement for pure moment Elementary Design details loading … Beam-column connections with positive (opening) moment … Rigid connection of column with continuous beam Members with a kink and joints of profiled members … Corbels … (1) (2) … 1) … 2) (3) Load bearing behaviour and necessary checks Standard design for a corbel (numerical example) Design of the tension chord and compression node … Design of node … under the bearing plate Corbels with suspended or indirect load References for chapter … Reinforcement … Figures … layout of typical … to … elements … Assessment, maintenance … Introduction … Scope … Definitions … Requirements … Requirements of the owner Requirements of society … Requirements to the assessment, maintenance and repair process … Responsibilities … Maintenance and repair categories … The "law of fives" … Assessment … Answers … Decision … Methods of assessment … (1) (2) (3) Visual … (4) Assessment based (5) … Testing methods Requirements to the assessing engineer … Maintenance … Scope of maintenance … Preventive maintenance … (1) and … required making … inspection Selection of inspection and testing methods Assessment based on random testing on selective inspection and testing … Repair … Repair options Decision of non-repair Repair principles and methods … Examples … Preventive maintenance … Repair of corrosion damaged Patch repairs Electro-chemical repairs Cathodic protection … (1) (2) (3) from … practice Chloride extraction … concrete columns … Re-alkalisation References for … and surface Coatings protection Durability monitoring … repair … chapter … Practical aspects … Introduction … Geometric tolerances … Definition and types Effects of tolerances … Effects … (1) (2) (3) … (4) safety Effects on durability Effects on serviceability and structural Effects on erection of precast concrete (5) Admissible tolerances … Quality requirements … Variation in material … Control methods of variations in material … Influences of variation in material (1) Effects on safety … (2) Effects on economy … (3) Effects on serviceability and structural … Quality management … General … Concept of quality management Quality assurance plan Quality control … General … Phases of control … Types of control … Control levels … (1) (2) (3) (4) … on Aspects … appearance … structures … for material properties … properties properties properties appearance … in erection of RC and PC structures … General … Formwork and falsework … (1) (2) Formwork … Falsework … Curing … Prestressing … Time of prestressing … Effects of pre-stressing … Precast … General … Joints … during construction … elements and structures … References for chapter … Annex: Notations (green pages) Annex: Errata to Vol. … and … (red pages) … Contents Volume … Introduction Architectural engineering Strength - of materials and reinforced concrete - Social requirements … Design process Introduction Sequence of activities stages Modelling … strategies during the various Activities and … Materials … Concrete Introduction under short Classification - concrete … The structure of concrete … Strength and deformation Effects of time upon strength and deformation Effects and deformation Material properties influencing loading of temperature on strength … term - durability Reinforcement properties of reinforcing and prestressing steel Classification of steel Special products with improved corrosion resistance and Prestressing systems anchorages Connections of reinforcing steel Production of steel - Essential … Industrialisation of reinforcement … Behaviour Composite Composite behaviour of uncracked state Bond behaviour and models Tension stiffening Moment curvature Confining action of reinforcement Biaxial … behaviour of cracked reinforced - concrete - Shear friction principle Contents Volume … Basis of design Structural analysis Elastic and elasto-plastic analysis of linear members - Non-linear analysis - Selected comments … Design format Definitions of limit the … states serviceability limit Serviceability Crack control - Safety concepts Design formats for the ultimate and - states limit state principles Analytical procedures Physical Examples for crack control Deformation Deflection control Calculation Accuracy and simplifications … Ultimate limit state Basic design … principles for moments - Shear and torsion prestressing Plates and slabs Design of nodes … laws - modelling Effects of Punching Buckling Fatigue verification … Structural … Anchorage and detailing principles Reasons and background of detailing rules Arrangement of reinforcement Anchorage regions for reinforcing and prestressing steel Detailing of tensile bending reinforcement Distribution of reinforcement Splices Minimum reinforcement … Detailing … of shear reinforcement - Industrialisation of reinforcement … |
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| score |
7.167101 |