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.
Commission Chair
Deputy Chair
| 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 |
| Stef | Maas | Belgium | FEBE |
| Jean Michel | Torrenti | France | Univ Gustave Eiffel |
| Jan | Vítek | Czech Republic | Metrostav a. s. |
| 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 |
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TG10.2 - Model Codes Updating
Building on the accomplishments of TG10.1, which in 2023 successfully delivered the fib Model Code (2020), TG10.2 aims to establish a continuous updating process for the fib Model Code. The motivation behind this initiative is to ensure the continued relevance, accuracy, and applicability of the Model Code in the dynamically evolving field of structural concrete. This effort aligns seamlessly with the long-term vision of COM 10 for ongoing Model Code enhancement consistent with the strategic goals outlined in the fib Roadmap to carbon neutrality in 2050.
The primary objective of TG10.2 is to systematically improve and update the fib Model Code in response to the continuous technology and knowledge development of materials, technologies and the structural forms that can potentially be created using structural concrete.
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 - -
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
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 Oliva 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
Convener
Co-convener
Convener
Co-convener
