Ultra-High Performance Concrete UHPC : Fundamentals, Design, Examples.

Selected chapters from the German concrete yearbook are now being published in the new English ""Beton-Kalender Series"" for the benefit of an international audience. Since it was founded in 1906, the Ernst & Sohn ""Beton-Kalender"" has been supporting dev...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Fehling, Ekkehard
Otros Autores: Schmidt, Michael, Walraven, Joost, Leutbecher, Torsten, Fröhlich, Susanne
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Berlin : Ernst, Wilhelm & Sohn, a Wiley brand, 2014.
Edición:5th ed.
Colección:Beton-Kalender series.
Temas:
High strength concrete.
Béton à hautes performances.
TECHNOLOGY & ENGINEERING > Engineering (General)
TECHNOLOGY & ENGINEERING > Reference.
High strength concrete
Acceso en línea:Texto completo

MARC

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245 1 0 |a Ultra-High Performance Concrete UHPC :  |b Fundamentals, Design, Examples. 
250 |a 5th ed. 
260 |a Berlin :  |b Ernst, Wilhelm & Sohn, a Wiley brand,  |c 2014. 
300 |a 1 online resource (201 pages) 
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505 0 |a Ultra-High Performance Concrete UHPC: Fundamentals -- Design -- Examples; Contents; Editorial; 1 Introduction; 2 Principles for the production of UHPC; 2.1 Development; 2.2 Basic material concepts; 2.2.1 Microstructure properties; 2.2.2 Grading optimization; 2.3 Raw materials; 2.3.1 Cement; 2.3.2 Reactive admixtures; 2.3.2.1 Silica fume; 2.3.2.2 Ground granulated blast furnace slag; 2.3.3 Inert admixtures; 2.3.4 Superplasticizers; 2.3.5 Steel fibres; 2.4 Mix composition; 2.5 Mixing; 2.6 Curing and heat treatment; 2.7 Testing; 2.7.1 Fresh concrete. 
505 8 |a 2.7.2 Compressive and flexural tensile strengths3 Mechanical properties of the hardened concrete; 3.1 General; 3.2 Behaviour in compression; 3.2.1 UHPC without fibres; 3.2.2 UHPC with steel fibres; 3.2.3 Further factors affecting the compressive strength; 3.2.3.1 Geometry of test specimen and test setup; 3.2.3.2 Heat treatment; 3.3 Behaviour in tension; 3.3.1 Axial (concentric) tension loads; 3.3.2 Flexural tensile strength; 3.3.3 Derivation of axial tensile strength from compressive strength; 3.3.4 Derivation of axial tensile strength from bending tests; 3.3.5 Splitting tensile strength. 
505 8 |a 3.3.6 How fibre geometry and orientation influence the behaviour of UHPC in tension3.3.7 Converting the stress-crack width relationship into a stress-strain diagram; 3.3.8 Interaction of fibres and bar reinforcement; 3.4 Shrinkage; 3.5 Creep; 3.6 Multi-axial stresses; 3.7 Fatigue behaviour; 3.8 Dynamic actions; 3.9 Fire resistance; 3.10 UHPC with combinations of fibres ('fibre cocktails'); 4 Durability; 4.1 Microstructure; 4.2 Resistance to aggressive media; 4.3 Classification in exposure classes; 5 Design principles; 5.1 Influence of fibre distribution and fibre orientation. 
505 8 |a 5.2 Analyses for the ultimate limit state5.2.1 Safety concept; 5.2.2 Simplified stress-strain curve for design; 5.2.2.1 Compression actions; 5.2.2.2 Tension actions; 5.2.3 Design for bending and normal force; 5.2.4 Design for shear; 5.2.4.1 Tests at the University of Kassel; 5.2.4.2 Tests at RWTH Aachen University; 5.2.4.3 Tests at Delft University of Technology; 5.2.5 Punching shear; 5.2.6 Strut-and-tie models; 5.2.6.1 Load-carrying capacity of struts; 5.2.6.2 Load-carrying capacity of ties; 5.2.6.3 Load-carrying capacity of nodes; 5.2.7 Partially loaded areas; 5.2.8 Fatigue. 
505 8 |a 5.3 Analyses for the serviceability limit state5.3.1 Limiting crack widths; 5.3.2 Minimum reinforcement; 5.3.3 Calculating deformations; 6 Connections; 6.1 General; 6.2 Dry joints; 6.3 Glued joints; 6.4 Wet joints; 6.5 Grouted joints; 6.6 Adding UHPC layers to existing components to upgrade structures; 7 Projects completed; 7.1 Bridges; 7.1.1 Canada; 7.1.1.1 Bridge for pedestrians/cyclists, Sherbrooke (1997); 7.1.1.2 Glenmore/Legsby footbridge, Calgary (2007); 7.1.2 France; 7.1.2.1 Road bridge, Bourg-lès-Valence; 7.1.2.2 Pont du Diable footbridge (2005). 
500 |a 7.1.2.3 Pont de la Chabotte road bridge. 
520 |a Selected chapters from the German concrete yearbook are now being published in the new English ""Beton-Kalender Series"" for the benefit of an international audience. Since it was founded in 1906, the Ernst & Sohn ""Beton-Kalender"" has been supporting developments in reinforced and prestressed concrete. The aim was to publish a yearbook to reflect progress in ""ferro-concrete"" structures until - as the book''s first editor, Fritz von Emperger (1862-1942), expressed it - the ""tempestuous development"" in this form of construction came to an end. However, the ""Beton-Kalender"" quickly became. 
590 |a ProQuest Ebook Central  |b Ebook Central Academic Complete 
650 0 |a High strength concrete. 
650 6 |a Béton à hautes performances. 
650 7 |a TECHNOLOGY & ENGINEERING  |x Engineering (General)  |2 bisacsh 
650 7 |a TECHNOLOGY & ENGINEERING  |x Reference.  |2 bisacsh 
650 7 |a High strength concrete  |2 fast 
700 1 |a Schmidt, Michael. 
700 1 |a Walraven, Joost. 
700 1 |a Leutbecher, Torsten. 
700 1 |a Fröhlich, Susanne. 
758 |i has work:  |a Ultra-High performance concrete UHPC (Text)  |1 https://id.oclc.org/worldcat/entity/E39PCGVRFW7BvqXBfv4PFBTVbq  |4 https://id.oclc.org/worldcat/ontology/hasWork 
776 0 8 |i Print version:  |a Fehling, Ekkehard.  |t Ultra-High Performance Concrete UHPC : Fundamentals, Design, Examples.  |d Hoboken : Wiley, ©2014  |z 9783433030875 
830 0 |a Beton-Kalender series. 
856 4 0 |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1768909  |z Texto completo 
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938 |a EBSCOhost  |b EBSC  |n 831221 
938 |a YBP Library Services  |b YANK  |n 12038248 
994 |a 92  |b IZTAP 

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