Bond and anchorage of embedded reinforcement: background to the fib Model Code for Concrete Structures 2010

Gespeichert in:

Körperschaften:	International Federation for Structural Concrete, Task Group Bond Models

Format:	Buch
Sprache:	Englisch

Erschienen:	Lausanne: International Federation for Structural Concrete ; 2014

Schlagwörter:	Stahlbetonbau / Bewehrung / Verbund / Verankerung

Anmerkung:	Literaturverz. S. 156 - 161
Umfang:	VII, 161 S. ; graph. Darst.

Reihe:	Bulletin / International Federation for Structural Concrete ; Technical report ; 72

Links:	Inhaltsverzeichnis
ISBN:	978-2-88394-112-0

Katalog-ID:	794349579

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title_alt	Bond and anchorage in fib MC 2010
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up_date	2024-07-25T00:10:21.924Z
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fulltext	Bond and anchorage of embedded reinforcement: Background to the fib Model Code for Concrete Structures 2010 Technical report prepared by Task Group … May 2014 Contents … Introduction … The fib Model Code for Concrete Structures 2010 … Bond and … Influence of bond … The need for … Bond of embedded reinforcement in the fib MC2010 … Scope of review … structural … anchorage: a … General performance comprehensive review on … Review … General trends … Expressions for strength of laps and anchorages … expressions for bond and anchorage anchorage of straight bars in tension … Derivation of semi-empirical Bond and … Introduction … Calibration and validation of model … Comparison with other … Derivation of characteristic bond strength for … Introduction … Calibration and validation … with other … Comparison … Derivation of characteristic values Comparison … semi-empirical expressions design … Confinement from cover and secondary reinforcement … Comparison with data fit of existing design codes … Lapped joints of bars in compression … semi-empirical expressions with data fit of existing … design codes Contribution of hooks and bends … Introduction … Calibration and validation of model … Derivation of characteristic … Comparison with fit of EC2 rules … strength for design … Effect of transverse pressure … Transverse compression: Calibration and validation of model … Comparison … Derivation of characteristic values with other existing design codes … Comparison … Transverse tension … with semi-empirical expressions … Further validations … ASTM A1035 … Hooked and bent bars … high strength bars: Seleim et al (2009) Amin's to transverse tests … subjected compression: End supports to simply supported beams without transverse pressure: Magnusson's … tests … Rib geometry … Summary … Additional detailing issues … Introduction … Minimum covers and … Minimum … spacing … confining reinforcement Continuity of reinforcement in lap joints Location of lapped joints … Transverse pressure from loads and support reactions … Interaction of bond and shear … fib Bulletin … Bond and anchorage requirements in fib MC2010 … Bundled bars … Bars in layers … End cover to compression bars … Headed bars … location Casting Lapped bars of different diameter … Beam-column connections … Minimum … anchorage lengths Minimum lap lengths … Comparison with existing code provisions … Introduction … Tension … lapped joints Compression lapped joints Anchorage of bottom reinforcement Anchorage of bottom reinforcement … Internal support, continuous beam … Beam … Summary … anchorage, … at end at supports, straight bar … end supports, bent bar … internal column … Additional items … Introduction … Welded wire fabric … Slipform … Bentonite walling … Post-installed reinforcement … construction … (electrochemical extraction of chlorides) Fusion bonded epoxy-coated reinforcement Cryogenic conditions … Elevated temperatures … Degradation from corrosion … from ASR Degradation Degradation from frost … Degradation from fire … Derivation of … simplified (Level 1) provisions … Introduction … Tension laps … Compression laps Anchorage of straight bars, no transverse compression Anchorage of hooked and bent bars, no transverse compression Anchorage of straight bars subjected to transverse compression Anchorage of hooked/bent bars subjected to transverse compression … Relationship with local bond-slip model … Influence of bond Appendix A: on performance Ultimate bond … under service … loading strength of lapped joints and anchorages of straight ribbed bars … A. … General derivation of semi-empirical model for bond Appendix B: Outline of MC90 and EC2 provisions for strength design … of tension anchorages and lapped joints B. l vi Summary … of MC90 rules … fib Bulletin … Bond and anchorage in fib MC2010 Summary of EC2 Appendix C: C. l Example Example rules calculations … Data C. … Beam C. … Calculation of the C. … Calculation of the … input design and Example C. … Calculation of the Example input and C. … Calculation of the Example Data input … anchorage length Lap length in a column of a … seismic resistant frame input and column details anchorage length References Bulletin … Bond and … Design of the tension lap length within the critical region C. … Design of the lap length outside the critical region C. … Example … External beam column connection C. … Data input and geometry details C. … Calculation of the anchorage length of the upper bars fib … and flat slab details Calculation of the … C. … C. … lap length … Flat slab Data … column details C. … C. … Column Data C. … C anchorage length lb,c anchorage length A lb,A Calculation of the anchorage length at the external supports- lb,ES Calculation of the lap length of bars in compression at the internal support lb,is C. … C. … detailing - C.l. … C. … Beam C.l.l C. … B. … of the lower bars … anchorage in fib MC2010 vii
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Bond and anchorage of embedded reinforcement: background to the fib Model Code for Concrete Structures 2010

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