High Strength Concrete Joint Fip Ceb State Of The Art Report PDF Download

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High strength concrete joint FIP CEB state of the art report

High strength concrete joint FIP CEB state of the art report
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Total Pages: 62
Release: 1990-08-01
Genre: Technology & Engineering
ISBN:

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High Strength Concrete

High Strength Concrete
Author: Fédération Internationale de la Précontrainte
Publisher:
Total Pages: 61
Release: 1990
Genre:
ISBN:

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Constitutive Modelling of High Strength/high Performance Concrete

Constitutive Modelling of High Strength/high Performance Concrete
Author: fib Fédération internationale du béton
Publisher: fib Fédération internationale du béton
Total Pages: 134
Release: 2008-01-01
Genre: Technology & Engineering
ISBN: 2883940827

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High Strength/High Performance Concrete (HSC/HPC) continues to be the object of particular interest and extensive research, and its use in construction is increasing continuously. fib Bulletin 42 summarises the available information on the material behaviour of HSC/HPC, and develops a set of code-type constitutive relations as an extension of CEB-FIP Model Code 1990. Literature on experimental data and international guidelines, standards and recommendations were reviewed, and already-existing constitutive relations and models were evaluated. In addition to a number of material laws chosen and adjusted for this report, some new constitutive relations were developed based on the collected data. The criteria for the choice of the existing relations as well as the development of the new constitutive relations involved their simplicity and operationality (code-type mathematical formulations). Furthermore, they had to be physically sound and if possible describe the behaviour of both high-performance and normal strength concretes by a unique relation. Finally, compliance with the specifications given in the CEB-FIP Model Code 1990 was examined. This State-of-art report is intended for engineers and represents a summary of the relevant knowledge available to and possessed by the members of the Task Group at the time of its drafting.


Ductility of reinforced concrete structures

Ductility of reinforced concrete structures
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Total Pages: 337
Release: 1998-05-01
Genre: Technology & Engineering
ISBN: 2883940398

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High-Strength Concrete

High-Strength Concrete
Author: Michael A. Caldarone
Publisher: CRC Press
Total Pages: 273
Release: 2014-04-21
Genre: Architecture
ISBN: 1482265842

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This practical book from a highly experienced author presents clearly the means and methods for designing, producing and using high-strength concrete. High-strength concrete offers many benefits. Higher compressive strengths allow for a reduction in the cross-sectional dimensions of columns and walls in buildings. Its greater stiffness allows for increasing building heights while controlling sway and occupant comfort. Civil structures such as bridges have benefited from greater span lengths, shallower beam sections, wider girder spacing, and extended service life. Illustrated with real life examples, through documented case histories, High-Strength Concrete will be a valuable resource for contractors, producers, inspection agencies, as well as engineers and researchers.


Ultimate limit state design models a state of art report

Ultimate limit state design models a state of art report
Author: FIB – International Federation for Structural Concrete
Publisher: FIB - International Federation for Structural Concrete
Total Pages: 247
Release: 1995-06-01
Genre: Technology & Engineering
ISBN: 2883940266

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The first part of the report is devoted to linear elements (beams, columns) and includes chapters on shear and flexure in beams, ultimate limit state design of prestressed beams, and of reinforced concrete members under combination of bending with axial load and shear, of beams subjected to torsion, and a chapter on shear design based on truss models with crack friction. The second part treats two-dimensional elements and includes background information on ULS design of wall, shell, and slab elements. lt concludes with a chapter on axisymmetric punching of slabs.