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The fib Carbon Reduction Roadmap to 2050

Background

In 2021, the fib issued an official statement outlining its achievements to date and reaffirming its commitment to sustainability goals. Building on this foundation, and following further discussions in 2022, the Special Activity Group on Sustainability was formed to advance this agenda. The fib’s efforts to reduce CO₂ emissions throughout the lifecycle of concrete buildings and infrastructure are now making significant progress, supported by valuable contributions from member organisations. This roadmap is intended to strengthen these efforts, providing a central framework for the fib’s sustainability initiatives.

The “fib Carbon Reduction Roadmap to 2050” is designed to guide the fib’s internal efforts and shape its external communications. We recognise that achieving carbon neutrality poses a considerable challenge, requiring technological innovation and close collaboration among suppliers, designers, builders, and owners. The fib is uniquely positioned on the international stage to encourage its members to meet this challenge boldly and to bridge the gap between research and practice.

This document considers four building lifecycle stages in line with EN 15978: A – Product and Construction Stage; B – Use Stage; C – End-of-Life Stage; and D – Beyond End-of-Life Stage, which includes reuse and recycling.

Roadmap to carbon neutrality and the role of fib members

The fib is committed to leveraging its expertise and resources to achieve the overarching goal of reducing CO₂ emissions from structural concrete by 50% by 2035 and reaching net zero by 2050 for both new and existing structures, as illustrated in Figure 1.

 Figure1 Road map

Figure 1. Timeframe for carbon neutrality by 2050.

We recognise that the proportion of CO₂ emissions reductions will vary across different types of concrete structures and regions. We also recognise that the challenges associated with achieving reductions in Stages A, B, C and D vary. For A and B technologies are becoming increasingly mature, whereas Stages C and D will require substantial changes to current practices, and such efforts must begin immediately.

Carbon considerations across the building lifecycle

As illustrated in Figure 2, various stakeholders have distinct opportunities to impact carbon reduction. Suppliers can concentrate on researching and developing low-carbon, ultra-durable materials for Stages A1 to A3. Designers play a critical role in decision-making, proposing low-carbon technologies that encompass material selection (Stage A) through to dismantling and recycling (Stages C and D) to achieve a minimised lifecycle assessment (LCA). Builders contribute to carbon reduction by adopting sustainable material procurement and construction methods in Stage A, which helps to lower the overall LCA. Additionally, by ensuring quality during construction, builders enhance durability across the structure’s lifespan (Stage B).

 Figure 2 CO2 emissions

Figure 2. CO2 emissions across the construction supply chain.

Owners are responsible for implementing conservation plans and gathering data during Stages B and C, and they can further improve resilience in existing structures. They also play a key role in evaluating options for reuse and recycling to extend a structure's lifecycle.

A conceptual diagram illustrating the longevity of a structure and associated CO₂ emissions with both current and low-carbon technologies is presented in Figure 3.

 Figure 3 Longivity versus CO2 emissions1

(a)

 Figure 3 Longivity versus CO2 emissions2

(b)

Figure 3. Longivity versus CO2 emissions: (a) with current technologies and (b) with low carbon technologies.

Extending the life of existing structures

The lifespan of existing structures should be extended as much as possible, with demolition and reconstruction considered only as last resorts. Where feasible, it may be more beneficial to repurpose the structure for a new function without demolishing it.

For existing structures, calculating the lifecycle assessment (LCA) from the point of intervention through to the end of life is essential. Since interventions involve construction activities that emit CO₂, the optimal construction method should balance the duration of the intervention with the associated CO₂ emissions, considering its impact on social activities. Additionally, existing structures should be designed to be resilient, minimising damage and reducing CO₂ emissions related to repair and recovery.

Minimising lifecycle costs through carbon pricing can help identify the most effective solutions. Decisions regarding interventions should be based on the total CO₂ emissions cost, converted to monetary terms via carbon pricing.

How to achieve carbon neutrality

The solutions that are available now or need to be developed for each stage are shown in Table 1.

Table 1. Currently available and future solutions for each of the construction stages A-D.

 Table road map

Progress review

The overall goal of the fib is to support and promote halving of CO₂ emissions by 2035, recognising that it is not the role of the fib to collect and aggregate carbon emission data.

Members can share their progress achieved towards the goal of fib at events, particularly at the fib 2030 Congress in Japan, where a dedicated session will be held to showcase advancements made towards this goal. Based on the progress observed in 2030, the roadmap may need to be redefined.

The fib will update the General Assembly and its membership annually the progress achieved against this roadmap.

Approved: fib Presidium 7 November 2024

Model code 2020

The vision for fib Model Code for Concrete Structures 2020 (MC2020), as a single merged general structural code, goes beyond the point reached by fib MC2010, recent ISO codes, such as ISO 16311, and the current Eurocode activities to extend their application to existing structures. The envisaged development is intended to result in an internationally recognized and comprehensive fib Model Code 2020 for new and existing concrete structures. This work is to be taken forward by TG10.1: Model Code 2020. It is clear from discussions at the TC that Commission 10 and TG10.1 should have wide international representation.

The fib Model Code for Concrete Structures 2020 is only available in PRINTED version. The electronic version is accessible via the online viewer depending on your subscription but a PDF version cannot be purchased nor downloaded. Please select the DHL shipment as your delivery option when you make your order. Please be aware that shipping may take 3-4 weeks, depending on your location.

Model Code Plan users and fib Subscribing Membres will have access to the Model Code and supporting documents online.

Please check the MC2020 plan below. 

Model code 2020 publication

 

Model code 2020 supporting documents

fib Model Code for Concrete Structures 2020 - Erratum

fib Model Code for Concrete Structures 2020 - Erratum

fib Model Code for Concrete Structures 2020 -  Technical paper 001

fib Model Code for Concrete Structures 2020 - Technical paper 001

fib Model Code for Concrete Structures 2020 - Terminology

fib Model Code for Concrete Structures 2020 - Terminology

fib Model Code for Concrete Structures 2010

fib Model Code for Concrete Structures 2010

CEB Bulletin 124-125-Model Code 1978

CEB Bulletin 124-125-Model Code 1978

CEB Bulletin 213-214-Model Code 1990

CEB Bulletin 213-214-Model Code 1990

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