CEB-FIP Bul 65 & 66. Model Code 2010-Final Draft

CEB-FIP Bul 65 & 66. Model Code 2010-Final Draft - Printable Version

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CEB-FIP Bul 65 & 66. Model Code 2010-Final Draft - brandizzo - 06-09-2013

FIP Model Code 2010 - Final draft - Bulletins 65 & 66

fib Bulletin No. 65 & 66
Title: Model Code 2010 - Final draft, Volumes 1 & 2
Category: Draft model code
Year: 2012
Format approx. DIN A4 (210x297 mm)

The Model Code for Concrete Structures is intended to serve as a basis for future codes. It takes into account new developments with respect to concrete structures, the structural material concrete and new ideas for the requirements to be formulated for structures in order to achieve optimum behaviour according to new insights and ideas. It is also intended as a source of information for updating existing codes or developing new codes for concrete structures. At the same time, the Model Code is intended as an operational document for normal design situations and structures.

This edition of the Model Code gives an extensive state-of-the-art regarding material properties for structural concrete. This includes constitutive relations for concrete up to strength class C120, and properties of reinforcing and prestressing steel, including prestressing systems. Special attention is given to the application of fibre concrete for structural applications, the application of non-metallic reinforcement, interface characteristics, verification assisted by numerical simulations, verification assisted by testing, and to a number of important construction aspects.

The Model Code 2010 is more 'life cycle' oriented than its predecessors. Reliability plays an important part: various methods are offered to cope with this aspect. The design of concrete structures is described for a large number of conditions. Design criteria are given with relation to reliability, functionality, durability and sustainability, where the last category is in the state of development. The chapter on conservation of structures provides insights into the degradation of concrete as a function of various types of environmental conditions. Attention is given to non-traditional types of reinforcement as well, like steel fibres and FRP, which have reached a status of recognition in the previous years.

Design rules for serviceability and ultimate limit states are given for a wide range of conditions, such as static and non-static loading (fatigue, impact and explosion, earthquake), high and low temperatures (fire and cryogenic). Furthermore limit states for durability are given. Design for sustainability will be an important task in the future; here some initial ideas are given. Design for robustness is also given due attention.

This document is following the first complete draft of the fib Model Code 2010.

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RE: CEB-FIP Bul 65 & 66. Model Code 2010-Final Draft - pezhmankhan - 06-10-2013

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RE: CEB-FIP Bul 65 & 66. Model Code 2010-Final Draft - RyanRS - 03-30-2014

All links for Bulletin 66 are dead, can someone upload it again please ?

RE: CEB-FIP Bul 65 & 66. Model Code 2010-Final Draft - junaid - 03-30-2014

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FIP 65 & 66: Model Code 2010-Final Draft - Mohammad6299 - 05-04-2014

FIB 65: Model Code 2010 - Final draft, Volume 1

The approval and publication of the MC2010 is an historic milestone nearly ten years in the making. Seven years after fib Special Activity Group 5, "New Model Code", began its work, the first complete draft was published in 2010 as fib Bulletins 55 and 56, which served as the basis for review and extensive comments by the Commissions and National Delegations of fib.

Structural concrete is more than a continuously developing material. It also represents a remarkable development in design concepts and strategies. Requirements for concrete structures have often been formulated as follows: concrete structures should be safe, serviceable, durable, economic and aesthetic. Today, several further requirements or expectations regarding concrete structures have to be met, for example: they should be robust enough to avoid progressive collapse, should need only minimal maintenance during their specified service life, should allow the use of high performance materials, should provide protection against accidents, should provide barriers against or following hazards, should be designed with due attention to dismantlement, should support sustainability in all possible ways, and in addition, provide adequate fire and earthquake resistance and be environmentally compatible.

The objectives of MC2010 are to (a) serve as a basis for future codes for concrete structures, and (b) present new developments with regard to concrete structures, structural materials and new ideas in order to achieve optimum behaviour. MC2010 includes the whole life cycle of a concrete structure, from design and construction to conservation (assessment, maintenance, strengthening) and dismantlement, in one code for buildings, bridges and other civil engineering structures. Design is largely based on performance requirements. The chapter on materials is particularly extended with new types of concrete and reinforcement (such as fibres and non-metallic reinforcements).

The fib Model Code 2010 – like the previous Model Codes − not only specifies requirements but also gives corresponding explanations in a separate column of the document. Additionally, MC2010 is supported by background documents that have already been (or will soon be) published in fib bulletins and journal articles.

MC2010 is now the most comprehensive code on concrete structures, including their complete life cycle: conceptual design, dimensioning, construction, conservation and dismantlement. It is expected to become an important document for both national and international code committees, practitioners and researchers.

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FIB 66: Model Code 2010 - Final draft, Volume 2

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