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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.

 

Stephen Foster
Commission Chair
Stephen Foster
Iria Doniak
Deputy Chair
Iria Doniak

First nameLast nameCountryAffiliation
BalázsGyörgy L.HungaryBudapest Univ. of Techn. & Economics
Fernández-OrdóñezDavidSwitzerlandfib
KasugaAkioJapanSchool of Engineering
TorrentiJean MichelFranceUniv Gustave Eiffel
MedaAlbertoItalyUniversity of Rome “Tor Vergata”
GanzHans RudolfSwitzerlandGanz Consulting
StraussAlfredAustriaBOKU University
SennourLarbiUnited StatesThe Consulting Engineers Gr., Inc.
di PriscoMarcoItalyPolitecnico di Milano
Bigaj-van VlietAgnieszkaNetherlandsTNO - Buildings, Infrastructures and Maritime
TaerweLucBelgiumGhent University
AsproneDomenicoItalyUniversity of Naples Federico II
CaballeroAntonioSwitzerlandConsultant
Campos e MatosJoséPortugalUniversity of Minho
FosterStephenAustraliaUNSW Sydney
MeloMarceloBrazilCasagrande Engenharia
DoniakIriaBrazilABCIC
KesslerSylviaGermanyHelmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
DentonSteveUnited KingdomWSP
BayrakOguzhanUnited StatesUniv. of Texas at Austin
DerkowskiWitPolandCracow Technical University
HamedEhabAustraliaUNSW 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 Bigaj
Convener
Agnieszka Bigaj
Gerrie Dieteren
Co-convener
Gerrie Dieteren

First nameLast nameCountryAffiliation
Fernández-OrdóñezDavidSwitzerlandfib
Bigaj-van VlietAgnieszkaNetherlandsTNO - Buildings, Infrastructures and Maritime
DieterenGerrieNetherlandsTNO
SetiawanAndriSpainUniversitat Politecnica de Valencia
HamedEhabAustraliaUNSW Australia
AndradeCarmenSpainCentre Internacional de Mètodes Numèrics en l’Ènginyeria (CIMNE)
AnnKi YongKorea, Republic ofHanyang University
AsproneDomenicoItalyUniversity of Naples Federico II
BalázsGyörgy L.HungaryBudapest Univ. of Techn. & Economics
BayrakOguzhanUnited StatesUniv. of Texas at Austin
BergmeisterKonradAustriaUniv. Bodenkultur
BOUMAAZAMounaFranceVinci Construction
BouteillerVéroniqueFranceUniversity Gustave Eiffel
CaballeroAntonioSwitzerlandConsultant
Campos e MatosJoséPortugalUniversity of Minho
CaspeeleRobbyBelgiumGhent University
CorresHugoSpainFHECOR Ingenieros Consultores
De la FuenteAlbertSpainUniversitat Politècnica de Catalunya
di PriscoMarcoItalyPolitecnico di Milano
FardisMichaelGreeceUniversity of Patras
FosterStephenAustraliaUNSW Sydney
FranchinPaoloItalySapienza Università di Roma
FujiyamaChikakoJapanYokohama National University
GanzHans RudolfSwitzerlandGanz Consulting
HajekPetrCzech RepublicCzech Technical University in Prague
HaistMichaelGermany
HeggadeVenkataramanaIndiaIndian National Academy of Engineers
HendriksMaxNetherlandsDelft University of Technology
KasugaAkioJapanSchool of Engineering
KesslerSylviaGermanyHelmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
LingerLionelFranceVinci Construction Grand Projets
LuXilinChinaTongji University
MaasStefBelgiumFEBE
ManciniGiuseppeItalyPolitecnico Torino
MatthysStijnBelgiumGhent University
MedaAlbertoItalyUniversity of Rome “Tor Vergata”
MüllerHaraldGermanySMP Ingenieure im Bauwesen GmbH
MuttoniAurelioSwitzerlandÉcole polytechnique fédérale de Lausanne (EPF Lausanne)
PampaninStefanoItalySapienza University of Rome
PaullRodneyAustraliaMember Concrete Institute of Australia (CIA), Chair CIA Durability Technical Committee; ACI 201 liaison member for CIA; ACI 321 liaison member
PecceMaria RosariaItalyUniversity of Naples Federico II
PlizzariGiovanniItalyUniversity of Brescia
RandlNorbertAustriaCarinthia Univ. of Applied Sciences
SanthanamManuIndiaDepartment of Civil Engineering
SharmaAkanshuUnited StatesPurdue University
ShimomuraTakumiJapanNagaoka Univ. of Technology
StraussAlfredAustriaBOKU University
StucchiFernandoBrazilABECE/EGT
TaerweLucBelgiumGhent University
TorrentiJean MichelFranceUniv Gustave Eiffel
UedaTamonChinaShenzhen University
van der HorstAadNetherlands
VítekJanCzech RepublicMetrostav a. s.
WalravenJoostNetherlandsDutch fib Delegation
ChoiJongkwonKorea, Republic ofHongik University

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 Foster
Convener
Stephen Foster
Frank Dehn
Co-Convener
Frank Dehn

First nameLast nameCountryAffiliation
Fernández-OrdóñezDavidSwitzerlandfib
FosterStephenAustraliaUNSW Sydney
HamedEhabAustraliaUNSW Australia
Bigaj-van VlietAgnieszkaNetherlandsTNO - Buildings, Infrastructures and Maritime
KasugaAkioJapanSchool of Engineering
DehnFrankGermanyKIT Karlsruher Institut für Technologie
RossiLauraGermanyKarlsruhe Institute of Technology (KIT)
RuggieroDavidSwitzerlandEPFL ENAC
di PriscoMarcoItalyPolitecnico di Milano
DieterenGerrieNetherlandsTNO
PlizzariGiovanniItalyUniversity of Brescia
Bernal LopezSusanUnited KingdomUniversity of Bath
ProvisJohnUnited KingdomUniversity of Sheffield
SerdarMarijanaCroatiaUniversity of Zagreb
YeGuangNetherlandsDelft University of Technology

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 Melo
Convener
Marcelo Melo
Motohiro Ohno
Co-convener
Motohiro Ohno

First nameLast nameCountryAffiliation
Fernández-OrdóñezDavidSwitzerlandfib
OhnoMotohiroJapanThe University of Tokyo
SetiawanAndriSpainUniversitat Politecnica de Valencia
BajicPetarSpain
Bigaj-van VlietAgnieszkaNetherlandsTNO - Buildings, Infrastructures and Maritime
CorresHugoSpainFHECOR Ingenieros Consultores
De la FuenteAlbertSpainUniversitat Politècnica de Catalunya
EngenMortenNorwayMulticonsult AS
JosaIreneUnited KingdomUniversity College London (UCL)
KarunarathnaSachinthaniAustraliaArup
KimuraAlioBrazilTQS
Klein JúniorOdinirBrazilFrança e Associados
Lozano ValcarcelJuan MauricioGermanyTechnical University of Munich
AbrahaoAdriana PatriciaBrazilTQS
RovatiCaterinaSwitzerlandMeyer Bauingenieure AG
MirandaDanielBrazilUniversity of São Paulo
StucchiFernandoBrazilABECE/EGT
TošićNikolaSpainUniversitat Politècnica de Catalunya
Valeri LorenzoPatrickSwitzerlandDr. Lüchinger+Meyer Bauingenieure AG
SzinvaiSzabolcsHungaryBME
NogalesAlejandroSpain
Monserrat LópezAndreaSpainUniversitat Politècnica de Catalunya
DoniakLigiaBrazil
AidarovStanislavSpain
VergoossenRobNetherlandsHaskoning
Rueda GarcíaLisbelSpainICITECH, Universitat Politecnica de Valencia
FurtadoAndréPortugalInstituto Superior Tecnico, Universidade de Lisboa
GarzónJuanNetherlandsTNO
SinningAnnkathrinGermanyRWTH Aachen University
BurgueñoEmilioArgentinaBCD Ingeniería
RodriguezSergioSpain
van den bosabNetherlandsNLyse
FerreiraMauricioBrazilUniversidade Federal do Parã
MeloMarceloBrazilCasagrande Engenharia
ChenSamAustralia
HafezHishamUnited KingdomUniversity of Leeds