Punching shear in reinforced concrete state of the art report

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Author :
Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 242 pages
Book Rating : 4./5 ( download)

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Book Synopsis Punching shear in reinforced concrete state of the art report by : FIB – International Federation for Structural Concrete

Download or read book Punching shear in reinforced concrete state of the art report written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1985-01-01 with total page 242 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Punching Shear in Reinforced Concrete

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Publisher :
ISBN 13 :
Total Pages : 232 pages
Book Rating : 4.:/5 (636 download)

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Book Synopsis Punching Shear in Reinforced Concrete by : P. E. Regan

Download or read book Punching Shear in Reinforced Concrete written by P. E. Regan and published by . This book was released on 1985 with total page 232 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Punching of Structural Concrete Slabs

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Publisher : fib Fédération internationale du béton
ISBN 13 : 2883940525
Total Pages : 314 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Punching of Structural Concrete Slabs by : fib Fédération internationale du béton

Download or read book Punching of Structural Concrete Slabs written by fib Fédération internationale du béton and published by fib Fédération internationale du béton. This book was released on 2001-01-01 with total page 314 pages. Available in PDF, EPUB and Kindle. Book excerpt: Punching is considered to be one of the most difficult problems in structural concrete design and mechanical models or theoretical analyses were developed rather late in the history of concrete research attempts. This fib Bulletin reviews the development of design models and theoretical analyses since the CEB Bulletin 168 Punching Shear in Reinforced Concrete - State-of-the-Art Report published in 1985. The role of the concrete tensile strength was specially addressed. In this respect the present bulletin is also following-up the CEB Bulletin 237 Concrete Tension and Size Effects - Utilisation of concrete tension in structural concrete design and relevance of size effect - Contributions from CEB Task Group 2.7 published in 1997. Apart from new theoretical developments a comprehensive databank for comparisons with experimental evidence is included. About 400 punching tests were critically reviewed and evaluated in a consistent manner. This is thought to be the first step towards a generally agreed selection of reliable tests. The evident value of such a data bank is illustrated by comparisons carried out between the data and some of the analytical proposals as well as empirical code formulas. List of contents : (1) Introduction, (2) Code equations, (3) Mechanical models for punching, (4) New developments for mechanical models, (5) Numerical investigations, (7) Comparison of mechanical models and test results of slabs without shear reinforcement, (8) Comparison of code rules and tests of flat slabs without shear reinforcement, (9) Comparison of codes, models and tests of flat slabs with shear reinforcement, (10) Experimental investigations, (11) Summary and conclusions, References, Appendices : (I) Databank on slabs without shear reinforcement, (II) Databank on slabs with shear reinforcement, (III) Comparison of test data with code rules, (IV) Comparison of test data with selected models, (V) Notations.

Diagnosis and assessment of concrete structures state of art report

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 130 pages
Book Rating : 4./5 ( download)

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Book Synopsis Diagnosis and assessment of concrete structures state of art report by : FIB – International Federation for Structural Concrete

Download or read book Diagnosis and assessment of concrete structures state of art report written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1989-01-01 with total page 130 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Quality assurance for building synthesis report

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 114 pages
Book Rating : 4./5 ( download)

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Book Synopsis Quality assurance for building synthesis report by : FIB – International Federation for Structural Concrete

Download or read book Quality assurance for building synthesis report written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1988-05-01 with total page 114 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Reliability of concrete structures

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 : 288394007X
Total Pages : 173 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Reliability of concrete structures by : FIB – International Federation for Structural Concrete

Download or read book Reliability of concrete structures written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1991-07-01 with total page 173 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Design aspects of high strength concrete

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 172 pages
Book Rating : 4./5 ( download)

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Book Synopsis Design aspects of high strength concrete by : FIB – International Federation for Structural Concrete

Download or read book Design aspects of high strength concrete written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1989-12-01 with total page 172 pages. Available in PDF, EPUB and Kindle. Book excerpt:

CEB FIP model code 1990 final draft chapters 11-14

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 : 288394010X
Total Pages : 166 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis CEB FIP model code 1990 final draft chapters 11-14 by : FIB – International Federation for Structural Concrete

Download or read book CEB FIP model code 1990 final draft chapters 11-14 written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1991-07-01 with total page 166 pages. Available in PDF, EPUB and Kindle. Book excerpt:

CEB FIP model code 1990 first draft chapters 1-5

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Author :
Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 219 pages
Book Rating : 4./5 ( download)

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Book Synopsis CEB FIP model code 1990 first draft chapters 1-5 by : FIB – International Federation for Structural Concrete

Download or read book CEB FIP model code 1990 first draft chapters 1-5 written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1990-03-01 with total page 219 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Punching shear of structural concrete slabs

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Author :
Publisher : FIB - Féd. Int. du Béton
ISBN 13 : 2883941211
Total Pages : 396 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Punching shear of structural concrete slabs by : FIB - Féd. Int. du Béton

Download or read book Punching shear of structural concrete slabs written by FIB - Féd. Int. du Béton and published by FIB - Féd. Int. du Béton. This book was released on 2017 with total page 396 pages. Available in PDF, EPUB and Kindle. Book excerpt: fib Bulletin 81 reports the latest information available to researchers and practitioners on the analysis, design and experimental evidence of punching shear of structural concrete slabs. It follows previous efforts by the International Federation for Structural Concrete (fib) and its predecessor the Euro-International Committee for Concrete (CEB), through CEB Bulletin 168, Punching Shear in Reinforced Concrete (1985) and fibBulletin 12, Punching of structural concrete slabs (2001), and an international symposium sponsored by the punching shear subcommittee of ACI Committee 445 (Shear and Torsion) and held in Kansas City, Mo., USA, in 2005. This bulletin contains 18 papers that were presented in three sessions as part of an international symposium held in Philadelphia, Pa., USA, on October 25, 2016. The symposium was co-organized by the punching shear sub-committee of ACI 445 and by fib Working Party 2.2.3 (Punching and Shear in Slabs) with the objectives of not only disseminating information on this important design subject but also promoting harmonization among the various design theories and treatment of key aspects of punching shear design. The papers are organized in the same order they were presented in the symposium. The symposium honored Professor Emeritus Neil M. Hawkins (University of Illinois at Urbana-Champaign, USA), whose contributions through the years in the field of punching shear of structural concrete slabs have been paramount. The papers cover key aspects related to punching shear of structural concrete slabs under different loading conditions, the study of size effect on punching capacity of slabs, the effect of slab reinforcement ratio on the response and failure mode of slabs, without and with shear reinforcement, and its implications for the design and formulation in codes of practice, an examination of different analytical tools to predict the punching shear response of slabs, the study of the post-punching response of concrete slabs, the evaluation of design provisions in modern codes based on recent experimental evidence and new punching shear theories, and an overview of the combined efforts undertaken jointly by ACI 445 and fib WP 2.2.3 to generate test result databanks for the evaluation and calibration of punching shear design recommendations in North American and international codes of practice.

Limit Analysis of Reinforced Concrete Slabs

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Publisher : vdf Hochschulverlag AG
ISBN 13 : 9783728128768
Total Pages : 128 pages
Book Rating : 4.1/5 (287 download)

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Book Synopsis Limit Analysis of Reinforced Concrete Slabs by : Joost Meyboom

Download or read book Limit Analysis of Reinforced Concrete Slabs written by Joost Meyboom and published by vdf Hochschulverlag AG. This book was released on 2002 with total page 128 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Shear and Punching Shear in RC and FRC Elements

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Publisher : fib Fédération internationale du béton
ISBN 13 : 2883940975
Total Pages : 274 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Shear and Punching Shear in RC and FRC Elements by : fib Fédération internationale du béton

Download or read book Shear and Punching Shear in RC and FRC Elements written by fib Fédération internationale du béton and published by fib Fédération internationale du béton. This book was released on 2010-12-01 with total page 274 pages. Available in PDF, EPUB and Kindle. Book excerpt: fib Bulletin 57 is a collection of contributions from a workshop on "Recent developments on shear and punching shear in RC and FRC elements", held in Salò, Italy, in October 2010. Shear is one of a few areas of research into fundamentals of the behaviour of concrete structures where contention remains amongst researchers. There is a continuing debate between researchers from a structures perspective and those from a materials or fracture mechanics perspective about the mechanisms that enable the force flow through a concrete member and across cracks. In 2009, a Working Group was formed within fib Task Group 4.2 "Ultimate Limit State Models" to harmonise different ideas about design procedures for shear and punching. An important outcome of this work was the ensuing discussions between experts and practitioners regarding the shear and punching provisions of the draft fib Model Code, which led to the organization of the Salò workshop. Invited experts in the field of shear and FRC gave 18 lectures at the workshop that was attended by 72 participants from 12 countries in 3 different continents. The contributions from this conference as compiled in this bulletin are believed to represent the best of the current state of knowledge. They certainly are of general interest to fib members and especially helpful in the finalization of the 2010 fibModel Code. It is hoped that this publication will stimulate further research in the field, to refine and harmonize the available analytical models and tools for shear and punching design.

Model code for fire design of concrete structures first draft

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Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 188 pages
Book Rating : 4./5 ( download)

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Book Synopsis Model code for fire design of concrete structures first draft by : FIB – International Federation for Structural Concrete

Download or read book Model code for fire design of concrete structures first draft written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1987-02-01 with total page 188 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Precast segmental bridges

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Publisher : FIB - Féd. Int. du Béton
ISBN 13 : 288394122X
Total Pages : 198 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Precast segmental bridges by : fib Fédération internationale du béton

Download or read book Precast segmental bridges written by fib Fédération internationale du béton and published by FIB - Féd. Int. du Béton. This book was released on 2017-08-01 with total page 198 pages. Available in PDF, EPUB and Kindle. Book excerpt: The concept of precast segmental bridges is not new: the first application documented was from the mid-1940s, designed by Eugene Freyssinet and built over the river Marne near Luzancy in France, between 1944 and 1946. Although innovative, it also contained traditional wet concrete joints between the members. The impressive breakthrough came slightly later with the introduction of match-cast joints by Jean Muller, first for a bridge near Buffalo (USA) in 1952, and later for a bridge across the River Seine at Choisy le Roi near Paris in 1962. This opened the way for a large number of new developments in terms of design, production approaches and construction techniques, and precast prestressed concrete segmental construction became rapidly one of the most efficient and successful bridge construction methods all over the world. These developments are still evolving, but the interaction between design, production and construction is a critical factor for success: the interaction creates opportunities to optimise the scheme, but at the same time is crucial to ensure safety, especially during construction, when large weights are moved, placed and secured, frequently at substantial heights. Engineers of all disciplines involved should interact during the development and realisation of precast segmental bridge (PSB) schemes, to conclude the optimum method statement and consequently check all the intermediate steps of the method statement in terms of stress, stiffness, stability, production and constructability. With the ongoing development of the PSB concept, and consequently moving limits in terms of dimensions, it was concluded to be appropriate to develop a Guide to good practice for the PSB construction method. The present report was developed by an integrated team of engineers with roots in design, structural engineering, production and construction, and provides a valuable source of knowledge, experience, recommendations and examples, with particular emphasis on the fib Model Code for Concrete Structures 2010 and fib Bulletins 20, 33, 48 and 75. I would like to thank all the members of Task Group 1.7, all the individual contributors from outside Task Group 1.7, and the reviewers of the Technical Council of the fib for their contribution to this Guide to good practice. In particular, I would like to thank Gopal Srinivasan and Marcos Sanchez, who, apart from their own contributions, did the final editorial work for this bulletin.

CEB FIP model code 1990 supplementary documents for the first predraft

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Author :
Publisher : FIB - International Federation for Structural Concrete
ISBN 13 :
Total Pages : 138 pages
Book Rating : 4./5 ( download)

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Book Synopsis CEB FIP model code 1990 supplementary documents for the first predraft by : FIB – International Federation for Structural Concrete

Download or read book CEB FIP model code 1990 supplementary documents for the first predraft written by FIB – International Federation for Structural Concrete and published by FIB - International Federation for Structural Concrete. This book was released on 1988-07-01 with total page 138 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Integrated life cycle assessment of concrete structures

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Author :
Publisher : fib Fédération Internationale du béton
ISBN 13 : 2883941114
Total Pages : 70 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Integrated life cycle assessment of concrete structures by : fib Fédération Internationale du béton

Download or read book Integrated life cycle assessment of concrete structures written by fib Fédération Internationale du béton and published by fib Fédération Internationale du béton. This book was released on 2013-09-03 with total page 70 pages. Available in PDF, EPUB and Kindle. Book excerpt: Concrete is after water the second most used material. The production of concrete in the industrialized countries annually amounts to 1.5-3 tonne per capita and is still increasing. This has significant impact on the environment. Thus there is an urgent need for more effective use of concrete in structures and their assessment. The scope of activities of the fib Task Group 3.7 was to define the methodology for integrated life-cycle assessment of concrete structures considering main essential aspects of sustainability such as: environmental, economic and social aspects throughout the whole life of the concrete structure. The aim was to set up basic methodology to be helpful in development of design and assessment tools focused on sustainability of concrete structure within the whole life cycle. Integrated Life Cycle Assessment (ILCA) represents an advanced approach integrating different aspects of sustainability in one complex assessment procedure. The integrated approach is necessary to insure that the structure will serve during the whole expected service life with a maximum functional quality and safety, while environmental and economic loads will be kept at a low level. The effective application and quality of results are dependent on the availability of relevant input data obtained using a detailed inventory analysis, based on specific regional conditions. The evaluation of the real level of total quality of concrete structure should be based on a detailed ILCA analysis using regionally or locally relevant data sets.

Precast tunnel segments in fibre-reinforced concrete

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Publisher : FIB - Féd. Int. du Béton
ISBN 13 : 2883941238
Total Pages : 178 pages
Book Rating : 4.8/5 (839 download)

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Book Synopsis Precast tunnel segments in fibre-reinforced concrete by : fib Fédération Internationale du Béton

Download or read book Precast tunnel segments in fibre-reinforced concrete written by fib Fédération Internationale du Béton and published by FIB - Féd. Int. du Béton. This book was released on 2017-08-01 with total page 178 pages. Available in PDF, EPUB and Kindle. Book excerpt: With the publication of this bulletin, fib Commission 1 is initiating a new series of documents related to the use of structural concrete in underground construction, where structural concrete plays a major and increasingly important role. The usage of underground space is more than ever a key issue of urban planning and fib decided to start addressing the issues related to the design and construction of concrete structures in this particular environment. In this context one the most significant applications of structural concrete is tunnel lining, for which the properties of reinforced concrete are particularly well suited through compressive strength, water tightness, ductility, and durability. Reinforced concrete tunnels linings have mostly been traditionally cast in situ, but the development of Tunnel Boring Machines has lead to the invention of precast concrete segmental lining technology, which is nowadays one of the most promising applications of Fibre Reinforced Concrete (FRC). Thanks to the courage and dedication of innovative designers and contractors, a number of large tunnels have already been built around the World with FRC precast linings, and this report presents the experience acquired with these projects, and also provides guidance about the way to apply 2010 fib Model Code recommendations on FRC to these structures. The main drivers of this evolution from RC to FRC are a better ductility, more durability, and easier fabrication and construction process. As Commission 1 chair, I am very grateful to Alberto Meda and to all members of this task group for opening the way to this new field of underground structures within our commission, and to have efficiently produced a document that will be useful to our members and to the construction community around the World.