• COM10: Model codes

    COM10: Model codes

  • COM10: Model codes

    COM10: Model codes

Motivation

A central aspect within the mission of the fib is the release of model codes on concrete structures and related subjects. These codes should serve worldwide as the guiding science-based documents offering in a code-type version the state of the art knowledge on the planning, design, construction, execution, operation or in service performance, maintenance, rehabilitation and dismantlement or reuse of new and existing concrete structures, respectively. The model codes should meet the latest requirements and technologies in view of aspects related to safety, serviceability, durability, sustainability of structures, recognizing economic, aesthetic and other needs of different societies.

Scope and objective of technical work

The work on the Model Code (2020) was then completed in 2023. However, in 2020, during the revision of the Model Code, the world took a major turn toward carbon neutrality. And this had a major impact on our Model Code. Basically, the three main pillars of the Model Code (2020) are sustainability, a performance-based approach, and addressing new and existing structures. In the Model Code, consideration is given to low-carbon and decarbonization of concrete structures, but carbon neutrality has many uncertainties. Therefore, the Model Code (2020) needs to be maintained to update and respond to the changing situation regarding structural concrete in the future.

The mission of the second phase of COM10 is, first, to capture new knowledge on structural concrete, trends toward low-carbon and decarbonization, etc. in each of the fib committees and consolidate them in COM10 for the future edition of the Model Code. Then, improvements and supplementary rules for the Model Code will be considered by COM10 and fed back from the Task Groups and Commissions to the members. The second is to use the Model Code (2020) for actual structures and to discuss in COM10 any modifications or design or construction that may be necessary. Therefore, TG10.1, which has completed its role, has been be disbanded and two new task groups, TG10.2 and TG10.3, are formed. TG10.2 will update MC(2020) together with the respective commissions and task groups. TG10.3 will also attempt to put MC(2020) into practice by creating examples of application of the MC(2020), prepared by the YMG in collaboration with several senior engineers.

 

Akio KasugaCommission Chair
Akio Kasuga
Stephen FosterDeputy Chair
Stephen Foster

First name Last name Country Affiliation
György L. Balázs Hungary Budapest Univ. of Techn. & Economics
David Fernández-Ordóñez Switzerland fib
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Jean Michel Torrenti France Univ Gustave Eiffel
Alberto Meda Italy University of Rome “Tor Vergata”
Hans Rudolf Ganz Switzerland Ganz Consulting
Alfred Strauss Austria BOKU University
Larbi Sennour United States The Consulting Engineers Gr., Inc.
Marco di Prisco Italy Politecnico di Milano
Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
Luc Taerwe Belgium Ghent University
Domenico Asprone Italy University of Naples Federico II
Antonio Caballero Switzerland Consultant
José Campos e Matos Portugal University of Minho
Stephen Foster Australia UNSW Australia
Marcelo Melo Brazil Casagrande Engenharia
Iria Doniak Brazil ABCIC
Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
Steve Denton United Kingdom WSP
Oguzhan Bayrak United States Univ. of Texas at Austin
Wit Derkowski Poland Cracow Technical University
Ehab Hamed Australia UNSW Australia

  • TG10.2 - Model Codes Updating

    The primary aim of TG10.2 is to systematically update and enhance the fib Model Code in line with advancements in materials, technology, and structural design. This process ensures the Model Code stays relevant, addressing the evolving demands of the concrete industry. The updates focus on incorporating innovations that improve structural and environmental performance while supporting the fibʼs sustainability goals.

    Key areas for future development of the Model Code include:

    • Incorporation of innovation in materials, design and construction: enabling the replacement of traditional materials (including concrete, reinforcing materials, and intervention materials), design concepts, and construction processes with innovative materials, technologies, and structural design solutions that offer enhanced performance, sustainability, and resilience.
    • Service life extension and optimization: maximizing the overall efficiency and extending the service life of existing structures through advanced assessment methods and improved life-cycle management processes, allowing structures to perform optimally for longer and become more resilient to future demands.
    • Integration of supporting technologies: facilitating the effective use of supporting technologies, such as testing, sensing, and Building Information Modelling (BIM), which present significant potential for integration, particularly in enhancing flexibility, adaptability, and circularity in concrete structures.

    Agnieszka BigajConvener
    Agnieszka Bigaj
    Gerrie DieterenCo-convener
    Gerrie Dieteren

    • WP10.2.1 - fib Guideline for Design of Structures with Alternative Binder Concretes
       
      Concrete is one of the most essential and versatile materials in modern society. Its strength, durability, and adaptability make it a fundamental element in the built environment, from critical infrastructure and buildings to pavements and decorative applications. With proper design and maintenance, concrete structures can last for decades, or even centuries, providing resistance to weathering, erosion, and fire. Its indispensability in construction is beyond question.
       
      Scope
      This project will involve the development of a Guideline for the Design of Structures with Alternative Binder Concretes, intended to support the safe and effective use of low-carbon concretes in structural applications. The Guideline will set out technical requirements and provide practical guidance for the future design and construction of concrete incorporating alternative binder combinations as substitutes for ordinary Portland cement (OPC).

      Stephen FosterConvener
      Stephen Foster
      Ehab HamedCo-Convener
      Ehab Hamed

      First name Last name Country Affiliation
      David Fernández-Ordóñez Switzerland fib
      Stephen Foster Australia UNSW Australia
      Ehab Hamed Australia UNSW Australia
      Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
      Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd

    First name Last name Country Affiliation
    David Fernández-Ordóñez Switzerland fib
    Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
    Gerrie Dieteren Netherlands TNO
    Andri Setiawan United Kingdom Imperial College London
    Ehab Hamed Australia UNSW Australia
    Carmen Andrade Spain Centre Internacional de Mètodes Numèrics en l’Ènginyeria (CIMNE)
    Ki Yong Ann Korea, Republic of Hanyang University
    Domenico Asprone Italy University of Naples Federico II
    György L. Balázs Hungary Budapest Univ. of Techn. & Economics
    Oguzhan Bayrak United States Univ. of Texas at Austin
    Konrad Bergmeister Austria Univ. Bodenkultur
    Mouna BOUMAAZA France Vinci Construction
    Véronique Bouteiller France University Gustave Eiffel
    Antonio Caballero Switzerland Consultant
    José Campos e Matos Portugal University of Minho
    Robby Caspeele Belgium Ghent University
    Hugo Corres Spain FHECOR Ingenieros Consultores
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Marco di Prisco Italy Politecnico di Milano
    Michael Fardis Greece University of Patras
    Stephen Foster Australia UNSW Australia
    Paolo Franchin Italy Sapienza Università di Roma
    Chikako Fujiyama Japan Yokohama National University
    Hans Rudolf Ganz Switzerland Ganz Consulting
    Petr Hajek Czech Republic Czech Technical University in Prague
    Michael Haist Germany Leibniz Universität Hannover
    Venkataramana Heggade India Indian National Academy of Engineers
    Max Hendriks Netherlands Delft University of Technology
    Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
    Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
    Lionel Linger France Vinci Construction Grand Projets
    Xilin Lu China Tongji University
    Stef Maas Belgium FEBE
    Giuseppe Mancini Italy Politecnico Torino
    Stijn Matthys Belgium Ghent University
    Alberto Meda Italy University of Rome “Tor Vergata”
    Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
    Aurelio Muttoni Switzerland École polytechnique fédérale de Lausanne (EPF Lausanne)
    Stefano Pampanin Italy Sapienza University of Rome
    Rodney Paull Australia Member Concrete Institute of Australia (CIA), Chair CIA Durability Technical Committee; ACI 201 liaison member for CIA; ACI 321 liaison member
    Maria Rosaria Pecce Italy University of Naples Federico II
    Giovanni Plizzari Italy University of Brescia
    Norbert Randl Austria Carinthia Univ. of Applied Sciences
    Manu Santhanam India Department of Civil Engineering
    Akanshu Sharma United States Purdue University
    Takumi Shimomura Japan Nagaoka Univ. of Technology
    Alfred Strauss Austria BOKU University
    Fernando Stucchi Brazil ABECE/EGT
    Luc Taerwe Belgium Ghent University
    Jean Michel Torrenti France Univ Gustave Eiffel
    Tamon Ueda China Shenzhen University
    Aad van der Horst Netherlands -
    Jan Vítek Czech Republic Metrostav a. s.
    Joost Walraven Netherlands Dutch fib Delegation

  • TG10.3 - Examples of the Model Code

    The Model Code (2020) represents the accomplishments of extensive research, analysis, and collective expertise, embodying the most up-to-date insights and best practices in concrete engineering. This task group, aims to translate the principles outlined in the Model Code (2020) into tangible examples that will serve as guidance for professionals and practitioners across the globe. The efforts are to enhance the understanding and application of the Model Code.

    The task group aims to develop examples that comprehend a diverse array of challenges and scenarios encountered in real-world applications. These examples will not only illustrate the principles espoused by the Model Code but also provide practical insights for structural engineers.

    The TG10.3 will focus on developing real design examples derived from the fib Model Code (2020). Examples will cover various aspects of structural design practices as outlined in the Model Code. The examples will address a wide range of challenges and scenarios encountered in real-world applications of concrete design.

    The objectives will guide the task group to develop examples that demonstrate the principles and best practices outlined in the fib Model Code, ultimately contributing to disseminate best practices in structural design.

    The work in TG10.3 is currently carried out in the following Working Groups:

    • TG10.3 WG1 - General Design – Convener: Daniel Miranda
    • TG10.3 WG2 - Assessment of Existing Structures – Convener: Patrick Valeri
    • TG10.3 WG3 - Design of FRC – Convener: Andrea Monserrat
    • TG10.3 WG4 - Embedded FRP – Convener: Szinvai Szabolcs
    • TG10.3 WG5 - Recycled Aggregates – Convener: Nikola Tosic

    Marcelo MeloConvener
    Marcelo Melo
    Motohiro OhnoCo-convener
    Motohiro Ohno

    First name Last name Country Affiliation
    David Fernández-Ordóñez Switzerland fib
    Motohiro Ohno Japan The University of Tokyo
    Andri Setiawan United Kingdom Imperial College London
    Petar Bajic Spain -
    Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
    Hugo Corres Spain FHECOR Ingenieros Consultores
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Morten Engen Norway Multiconsult AS
    Fangjie Chen Australia -
    Irene Josa United Kingdom University College London (UCL)
    Sachinthani Karunarathna Australia Arup
    Alio Kimura Brazil TQS
    Odinir Klein Júnior Brazil França e Associados
    Juan Mauricio Lozano Valcarcel Germany Technical University of Munich
    Adriana Patricia Abrahao Brazil TQS
    Caterina Rovati Switzerland Meyer Bauingenieure AG
    Daniel Miranda Brazil University of São Paulo
    Fernando Stucchi Brazil ABECE/EGT
    Nikola Tošić Spain Universitat Politècnica de Catalunya
    Patrick Valeri Lorenzo Switzerland Dr. Lüchinger+Meyer Bauingenieure AG
    Szabolcs Szinvai Hungary BME
    Alejandro Nogales Spain -
    Andrea Monserrat López Spain Universitat Politècnica de Catalunya
    Ligia Doniak Brazil -
    Stanislav Aidarov Spain -
    Rob Vergoossen Netherlands Royal HaskoningDHV
    Lisbel Rueda García Spain ICITECH, Universitat Politecnica de Valencia
    André Furtado Portugal Instituto Superior Tecnico, Universidade de Lisboa
    Juan Garzón Netherlands TNO
    Annkathrin Sinning Germany -
    Emilio Burgueño Argentina BCD Ingeniería
    Sergio Rodriguez Spain -
    ab van den bos Netherlands NLyse
    Mauricio Ferreira Brazil Universidade Federal do Parã
    Marcelo Melo Brazil Casagrande Engenharia

 

fib postal address

Ch. du Barrage, Station 18
CH-1015 Lausanne
Switzerland

Contact

p : +41 21 693 27 47
f : +41 21 693 62 45
e : info@fib-international.org
w : www.fib-international.org

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