• COM7: Sustainability

    COM7: Sustainability

  • COM7: Sustainability

    COM7: Sustainability

Motivation

Sustainability approach is a key conceptual principle to be considered in all human activities including design, production, construction, operation, maintenance, repair and demolition of any building or civil engineering work forming the built environment. The crucial importance of sustainability consideration within all life stages of any concrete structure follows from the amount of produced concrete, resulting in the fact that concrete is the most widely used construction material in the world. Thus, the optimization of concrete structures based on a wide range of sustainability issues represents a challenge and an important contribution to the solution of a global goal focusing to the sustainable development of life on the Earth.

Scope and objective of technical work

The main scope of Commission 7 (COM7) is to develop a strategy as to how to incorporate sustainability issues into the design, construction, operation and demolition of concrete structures. Design concepts of concrete structures should be based on a sustainability framework considering environmental, economic and social aspects. The main focus should be on: the reduction of CO2 emissions from concrete production; the reduction of energy use for construction and the operation of buildings (including thermal mass effect); improving the performance quality of the internal environment (acoustics, thermal well-being, etc.); the reduction of waste to landfill; the development of sustainability metrics and data requirements needed for Environmental Product Declarations and other quality assessment; recycling and use of recycled materials (incl. recycled concrete); resiliency of structures; etc. The goal is to prepare a framework and data for the sustainable design of concrete structures to be implemented in the new fib Model Code MC2020.

 

Domenico AsproneCommission Chair
Domenico Asprone
Albert de la FuenteDeputy Chair
Albert de la Fuente

First name Last name Country Affiliation
Frank Dehn Germany KIT Karlsruher Institut für Technologie
David Fernández-Ordóñez Switzerland fib
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Andrea Prota Italy Universita di Napoli Federico II
Domenico Asprone Italy University of Naples Federico II
Fulvio Parisi Italy University of Naples Federico II
Ruben Paul Borg Malta University of Malta
Peter Jäger Switzerland Peter Jäger Partner Bauingenieure AG
Kenji Kawai Japan Hiroshima University
Takafumi Noguchi Japan University of Tokyo
Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
Albert De la Fuente Spain Universitat Politècnica de Catalunya
Ladin Camci United Kingdom CARES (Certification Authority for Reinforcing Steels)
Alena Kohoutkova Czech Republic Czech Technical University - CVUT
Petr Hajek Czech Republic Czech Technical University in Prague
Tomas Plauska Netherlands Consolis
Costantino Menna Italy University of Naples Federico II

  • TG7.1 - Sustainable Concrete - general framework

    Affordability, availability and variability of concrete in connection with strength and durability has made concrete the most used construction material in the world. Use of advanced concrete structures represents important potential in the way towards sustainability of built environment. Concrete and concrete structures should contribute to the development of a sustainably built environment in a socially, environmentally and economically responsible manner.

    Definition of a basic framework of sustainable concrete design and an assessment considering environmental, economic and social aspects. The framework will focus on different types of concrete structures - buildings, bridges, roads, water structures etc. and their construction and operation in various specific regional conditions. The entire life cycle will be considered.


    Petr HajekCommission Chair
    Petr Hájek

    First name Last name Country Affiliation
    David Fernández-Ordóñez Switzerland fib
    Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
    Ctislav Fiala Czech Republic Czech Technical Univ. in Prague
    Kim Van Tittelboom Belgium University of Ghent
    Tereza Pavlů Czech Republic Czech Technical University in Prague
    Jan Desmyter Belgium Belgian Building Research Institute
    Ruben Paul Borg Malta University of Malta
    Simone Stürwald Switzerland Private
    Michael Haist Germany Leibniz Universität Hannover
    Ay Lie Han Indonesia Diponegoro University
    Senot Sangadji Indonesia Universitas Sebelas Maret
    Petr Stepanek Czech Republic Brno University of Technology
    Petr Hajek Czech Republic Czech Technical University in Prague
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Jaime Gálvez Ruiz Spain Universidad Politecnica de Madrid

  • TG7.3 - Concrete made with recycled materials – Life cycle perspective

    The objective of TG7.3 is to collect statistical data on concrete production, waste generation and those related to resource recycling in the world. The objective also includes an investigation of:

    • the properties of recycled materials for concrete made from waste and by-products,
    • the properties of concrete with recycled materials and their applications
    • concrete recycling technologies, and
    • the environmental impact caused during recycling of concrete waste.

    Finally, TG7.3 will publish a state-of-the-art report on concrete with recycled materials such as demolished concrete, ceramics, glass, ashes, organic waste, etc. and to propose the ideal future for recycling concrete resources considering aspects of durability and recyclability of concrete, and minimising the environmental impact in the life cycle.


    Takafumi NoguchiConvener
    Takafumi Noguchi

    First name Last name Country Affiliation
    Tereza Pavlů Czech Republic Czech Technical University in Prague
    David Dunne United Kingdom Arcadis Consulting (UK) Limited
    Yamei Zhang China Southeast University
    Jan Desmyter Belgium Belgian Building Research Institute
    Masaki Tamura Japan Kogakuin University
    Takafumi Noguchi Japan University of Tokyo
    David Fernández-Ordóñez Switzerland fib
    Petr Hajek Czech Republic Czech Technical University in Prague
    Ruben Paul Borg Malta University of Malta
    Jianzhuang Xiao China Tongji University

  • TG7.4 - Sustainable civil structures

    The different phases of a civil structure project, from planning to end of service life, demand different methodologies. The phases include the feasibility phase, conceptual design, detailed design, construction, operation and maintenance and end of life/re-use. In the feasibility phase, for instance, different alignments are possible as well as different structural solutions (different tunnel and bridge solutions). The possibility of influencing the construction costs and environmental impact lies mainly in the feasibility phase.

    The objective of the task group is to develop a methodology for optimising the design process leading to lower life cycle cost and more environmentally friendly civil structures. The way of doing this is to apply life cycle costs and life cycle assessment tools in the civil structure design process.


    Alena KohoutkováConvener
    Alena Kohoutková

    First name Last name Country Affiliation
    Iva Broukalova Czech Republic Czech Techn. Univ. of Prague - CVUT
    Marek Węglorz Poland Katedra Inżynierii Budowlanej
    Simone Stürwald Switzerland Private
    Michael Haist Germany Leibniz Universität Hannover
    David Fernández-Ordóñez Switzerland fib
    Alena Kohoutkova Czech Republic Czech Technical University - CVUT

  • TG7.5 - Environmental product declarations (EPD) and equivalent performance of concrete

    The objective of Task Group 7.5 will be two-fold:

    • to recommend preferred approaches (road maps) for establishing "equivalent performance" of low environmental impact concrete typically containing high amounts of supplementary cementitious materials and therefore in terms of composition falls outside the prescriptions found in existing standards/regulations. By equivalent performance is understood that the concrete has acceptable production, structural and durability properties for its intended use. Clear road maps for establishing equivalent performance are a prerequisite and will likely act as a catalyst for increased use of such lower environmental impact concrete compositions to the benefit of the global community.
    • to establish best available technologies for Environmental Product Declarations (EPDs) on concrete compositions (mix designs). EPDs are an emerging means, which, if performed on a common basis, allow a comparison of the environmental impact of different concrete compositions/products. As such, EPDs may be used by the consumer (end-user) to make a qualified decision concerning the choice of concrete, e.g. as requirements to the environmental performance can be verified and therefore also specified.


    Costantino MennaConvener
    Costantino Menna
    Ladin CamciCo-Convener
    Ladin Camci

    First name Last name Country Affiliation
    Frank Dehn Germany KIT Karlsruher Institut für Technologie
    Julie Hodkova Czech Republic Czech Technical University in Prague
    Costantino Menna Italy University of Naples Federico II
    Boudewijn Piscaer Netherlands Univerde Agencies sarl
    Ladin Camci United Kingdom CARES (Certification Authority for Reinforcing Steels)
    Andrea Prota Italy Universita di Napoli Federico II
    Jan Desmyter Belgium Belgian Building Research Institute
    Domenico Asprone Italy University of Naples Federico II
    Christoph Müller Germany VDZ gGmbH
    Michael Haist Germany Leibniz Universität Hannover
    Peter Jäger Switzerland Peter Jäger Partner Bauingenieure AG
    Takafumi Noguchi Japan University of Tokyo
    David Fernández-Ordóñez Switzerland fib
    Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
    Dong-Uk Choi Korea, Republic of Hankyong National University

  • TG7.6 - Resilient structures

    The objective of this task group is to highlight criticalities in current structural design practice and to provide fundamentals to address the design, the maintenance and the retrofit principles towards resilient structures in sustainable urban systems, and more broadly, in view of smart cities.

    TG7.6 aims to develop guidelines to help diverse stakeholders involved within such processes to face resilience issues through a multiscale approach.

    These guidelines will approach resilience issues according to a multiscale approach, starting from the single building scale. Structural design principles are rethought from the point of view of the practicality, reparability, robustness and serviceability in the aftermath of a catastrophe. Particularly, performance goals are recognised to define new resilience-based limit states, in order to enhance disaster preparedness and response of urban structures. Innovative and novel standards and metrics are implemented within the guidelines, as a support to the development of post-event strategic intervention, protection and response technologies and recovery strategies.


    Domenico AsproneConvener
    Domenico Asprone

    First name Last name Country Affiliation
    Michael Faber Denmark Aalborg University
    Marco Savoia Italy University of Bologna
    Konstantinos Tsavdaridis United Kingdom Institute of Resilient Infrastructure
    Anna Bozza Italy University of Naples Federico II
    Fatemeh Jalayer Italy University of Naples Federico II
    Bozidar Stojadinovic Switzerland ETH Zurich
    Jochen Köhler Norway NTNU
    Bernardino Chiaia Italy Polytechnic of Turin
    Domenico Asprone Italy University of Naples Federico II
    Fulvio Parisi Italy University of Naples Federico II
    David Fernández-Ordóñez Switzerland fib
    Senot Sangadji Indonesia Universitas Sebelas Maret
    Petr Hajek Czech Republic Czech Technical University in Prague
    Izuru Takewaki Japan Kyoto University
    Ehsan Noroozinejad Canada The University of British Columbia (UBC)
    Marco di Prisco Italy Politecnico di Milano
    Alessandro Stocchi Germany Fraunhofer EMI
    Bin Wang China Sichuan University

  • TG7.7 - Sustainable concrete masonry components and structures

    Current requirements on energy efficiency, building comfort and sustainability have stimulated a growing use of new concrete technologies for construction and retrofit of (i) load-bearing walls in unreinforced, reinforced and confined masonry buildings and (ii) cladding, infill and partition walls in reinforced concrete or steel framed building structures. In that respect, researchers, designers, construction companies and building owners have paid special attention to the use of autoclaved aerated concrete (AAC) and light-weight aggregate concrete (LWAC) with recycled waste aggregates for production of innovative concrete masonry units (CMUs). It is also emphasised that CMUs may be formulated with special aggregates to produce specific colours or textures for finish use.

    The scope and objective of TG7.7 will move in that direction in order to develop a general methodology for construction, design, assessment and retrofit of concrete masonry panels and walls.


    Fulvio ParisiConvener
    Fulvio Parisi

    First name Last name Country Affiliation
    John Forth United Kingdom University of Leeds
    Manicka Dhanasekar Australia Queensland University of Technology
    Elena Michelini Italy University of Parma
    Daniele Ferretti Italy University of Parma
    Matija Gams Slovenia University of Ljubljana
    Ahmad Hamid United States Drexel University
    Guido Magenes Italy University of Pavia
    Guilherme Parsekian Brazil Federal University of São Carlos
    Andrea Penna Italy University of Pavia
    Graça Vasconcelos Portugal University of Minho
    Andrea Prota Italy Universita di Napoli Federico II
    Domenico Asprone Italy University of Naples Federico II
    Fulvio Parisi Italy University of Naples Federico II
    David Fernández-Ordóñez Switzerland fib
    Jason Ingham New Zealand The University of Auckland
    Jaime Gálvez Ruiz Spain Universidad Politecnica de Madrid
    Ehsan Noroozinejad Canada The University of British Columbia (UBC)

  • TG7.8 - Recycled Materials and industrial by-products for high performance reinforced concrete structures

    The objective of Task Force 7.8 within fib Commission 7 is to address the sustainable use of materials through the effective exploitation of waste materials and industrial by-products, for the production of high-performance concrete with enhanced durability.

    The objective of the task group 7.8 is to highlight critical aspects in current practice in waste recycling and use of secondary materials for high performance concrete. It shall address the state of the art, best practice and also identify and analyse gaps in the exploitation of waste materials with potential for delivery of high-performance durable concrete.

    The task group aims at developing a framework for guidelines to help different stakeholders involved within the recycling industry and the producers of HPC, in order to facilitate the production and classification of materials but also their exploitation for HPC optimisation.

    The Task Force is to address the following key areas:

    • The production of high-performance concrete based on waste and industrial by-products.
    • Use of waste materials as a substitute for aggregate
    • Use of by-products as supplementary cementitious materials.
    • Resilience of reinforced concrete structures with improved structural performance through the application of industrial by-products for safe structures, promoting sustainability practices.
    • LCA applications & integrated end of life considerations for waste recycling to produce high performance concrete.
    • Framework for Guidelines for the production and classification of waste and its application in high performance concrete.

    Ruben P. BorgConvener
    Ruben Paul Borg

    First name Last name Country Affiliation
    Ruben Paul Borg Malta University of Malta
    David Fernández-Ordóñez Switzerland fib
    Danute Vaiciukyniene Lithuania Kaunas Technical University
    Mindaugas Dauksys Lithuania Kaunas University of Technology
    Nikol Ziskova Czech Republic Brno University of Technology
    Rostislav Drochytka Czech Republic Brno University of Technology
    Jakub Hodul Czech Republic Brno University of Technology
    Katalin Kopecskó Hungary Budapest Universtiy of Technology and Economics
    Iveta Nováková Norway The Arctic University of Norway
    Liborio Cavaleri Italy University of Palermo
    Genady Sahmenko Latvia Riga Technical University
    Marta Roig Flores Spain Universidad Jaume I
    David Hernandez Figueirido Spain Universidad Jaume I
    Shengwen Tang China Wuhan University
    Petr Hajek Czech Republic Czech Technical University in Prague
    Tereza Pavlu Czech Republic Czech Technical University
    Amin Nazer Varela Chile Universidad de Atacama
    Maria Esther Fernandez Iglesias Uruguay Universidad de la República
    Chistabelle Vassallo Malta University of Malta
    Ahmed Hamed Malta University of Malta
    Louise Pedersen Denmark COWI, Copenhagen, Denmark
    Kai Wu China Tongji University
    Yun Gao China Xi’an Jiaotong University
    Jingjie Wei United States Missouri S&T USA

 

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