Smarter Testing for Steel Bridges: How Few Tests Can Tell Us More

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N21007a: Structural degradation monitoring and prediction: fatigue
Market: Advanced Metals

Many steel bridges across Europe are reaching the end of their intended service lives, raising critical questions about how to assess and extend their safe use. Within the SUBLIME program (“Sustainable and Reliable Macro Steel Infrastructures”), our mission is to ensure that these critical structures remain safe, sustainable, and serviceable for decades to come. One of the program’s key objectives is developing smarter assessment tools that help us better understand the condition of ageing steel — particularly when data is limited. That’s where the work of Elena Zancato, PhD researcher at Eindhoven University of Technology (TU/e), comes into focus.

Elena’s research, conducted within the scope of SUBLIME, targets a long-standing challenge: how can we accurately estimate the fracture toughness of old steel structures, like bridges, when only a few physical tests on bridge can be taken? Her answer lies in combining rigorous data analysis with modern Bayesian statistics — reducing uncertainty without increasing invasive testing.

Her recent study, presented on  the 28th August at the IABSE 2025 Congress in Ghent, proposes a Bayesian framework for updating fracture toughness estimates based on minimal test data. It’s a tool developed with engineers and asset managers in mind, particularly those responsible for assessing large steel structures where destructive testing is costly or impractical. By merging prior knowledge from a Dutch and European steel bridge database with new test results, Elena’s method delivers improved fracture toughness estimates that are both practical and reliable.

Fracture toughness is critical for predicting fatigue life. Older steel bridges often exhibit greater variability and uncertainty in material behavior, which increases the risk of failure. However, standard methods for assessing fracture toughness require more data than is usually available in field conditions. Elena’s Bayesian approach explores two complementary strategies for updating fracture toughness estimates — one aligned with practical engineering applications and another that adheres to formal standards. While both approaches help reduce uncertainty, a direct comparison between them was limited by the characteristics of the statistical index used..

Her simulations show that even with just three tests, confidence in material performance improves. Six or eleven tests improve it further — but crucially, the Bayesian method reaches stable, reliable results long before conventional methods would. For the SUBLIME program, this translates into real benefits: faster, more cost-effective assessments with less disruption to structures in use.

To evaluate the value of additional test data, Elena used the Kullback-Leibler divergence — a statistical measure of how much new data shifts predictions. The results showed that even a small number of tests — as few as 3, 6, or 9 — already delivers a substantial reduction in uncertainty compared to using no data. While the analysis indicated diminishing returns beyond 30 tests, the early gains highlight the value of limited testing in real-world scenarios. This insight supports SUBLIME’s vision of targeted, efficient testing rather than exhaustive sampling.

Her research also explored different ways to model uncertainty. For Method 1, she was able to quantify how increasing test data from 3 to 6 and 11 samples reduced uncertainty by 17.5% and 25.9%, respectively. Due to high computational costs, a similar analysis wasn’t feasible for Method 2. While stricter filtering can improve precision, flexible statistical assumptions may offer practical advantages, especially when only limited data are available. . These kinds of findings help SUBLIME refine best practices and inform future guidelines for infrastructure assessment.

Ultimately, Elena’s work strengthens the tools available to structural engineers and asset managers across the SUBLIME network. It’s a powerful example of how academic research, when grounded in real-world constraints, can directly inform practice.

Being part of SUBLIME allows me to focus on challenges that really matter to infrastructure safety,” says Elena Zancato. “My goal has been to create a tool that works with the data limitations engineers face on site. It’s exciting to see our approach already making structural assessment more accessible.”

This work is part of the SUBLIME program and was carried out under project KICH1.ST01.20.008funded by the Dutch Research Council (NWO) and supported by M2i under N21007a. For more information, please read: DOI: https://doi.org/10.2749/ghent.2025.0226

Dissemination

EngD Project Defence: Ali Sabzi Khoshraftar

The SUBLIME consortium is pleased to announce the successful defence of the Engineering Doctorate (EngD) project by Ali Sabzi Khoshraftar, who presented his work on the development and evaluation of predictive digital twins for steel bridge assessment and maintenance.

Read More »
Dissemination

Monitoring steel bridges in practice: Van Hall Bridge featured online

The SUBLIME consortium is pleased to see that recent monitoring campaigns at the Van Hall Bridge in Amsterdam are now featured in an online article and video published by Aan de Gracht(en) Amsterdam. The publication highlights how in-depth monitoring of steel bridges contributes to a better understanding of their condition, vulnerabilities, and long-term performance.

Read More »
Dissemination

CT de Boer Showcases SUBLIME Fieldwork at the 2025 M2i Conference

During the 2025 M2i Conference at Papendal, Anton Gorter of Civiele Technieken de Boer presented the progress of SUBLIME’s field monitoring work on the Van Hall Bridge in Amsterdam. His talk, “An on-site measurement campaign – it sounds so simple” highlighted the many practical steps and unforeseen challenges involved in collecting high-quality strain data on a historic movable steel bridge.

Read More »

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Smarter Testing for Steel Bridges: How Few Tests Can Tell Us More

LinkedIn
Email
Twitter
Telegram
WhatsApp

N21007a: Structural degradation monitoring and prediction: fatigue
Market: Advanced Metals

Many steel bridges across Europe are reaching the end of their intended service lives, raising critical questions about how to assess and extend their safe use. Within the SUBLIME program (“Sustainable and Reliable Macro Steel Infrastructures”), our mission is to ensure that these critical structures remain safe, sustainable, and serviceable for decades to come. One of the program’s key objectives is developing smarter assessment tools that help us better understand the condition of ageing steel — particularly when data is limited. That’s where the work of Elena Zancato, PhD researcher at Eindhoven University of Technology (TU/e), comes into focus.

Elena’s research, conducted within the scope of SUBLIME, targets a long-standing challenge: how can we accurately estimate the fracture toughness of old steel structures, like bridges, when only a few physical tests on bridge can be taken? Her answer lies in combining rigorous data analysis with modern Bayesian statistics — reducing uncertainty without increasing invasive testing.

Her recent study, presented on  the 28th August at the IABSE 2025 Congress in Ghent, proposes a Bayesian framework for updating fracture toughness estimates based on minimal test data. It’s a tool developed with engineers and asset managers in mind, particularly those responsible for assessing large steel structures where destructive testing is costly or impractical. By merging prior knowledge from a Dutch and European steel bridge database with new test results, Elena’s method delivers improved fracture toughness estimates that are both practical and reliable.

Fracture toughness is critical for predicting fatigue life. Older steel bridges often exhibit greater variability and uncertainty in material behavior, which increases the risk of failure. However, standard methods for assessing fracture toughness require more data than is usually available in field conditions. Elena’s Bayesian approach explores two complementary strategies for updating fracture toughness estimates — one aligned with practical engineering applications and another that adheres to formal standards. While both approaches help reduce uncertainty, a direct comparison between them was limited by the characteristics of the statistical index used..

Her simulations show that even with just three tests, confidence in material performance improves. Six or eleven tests improve it further — but crucially, the Bayesian method reaches stable, reliable results long before conventional methods would. For the SUBLIME program, this translates into real benefits: faster, more cost-effective assessments with less disruption to structures in use.

To evaluate the value of additional test data, Elena used the Kullback-Leibler divergence — a statistical measure of how much new data shifts predictions. The results showed that even a small number of tests — as few as 3, 6, or 9 — already delivers a substantial reduction in uncertainty compared to using no data. While the analysis indicated diminishing returns beyond 30 tests, the early gains highlight the value of limited testing in real-world scenarios. This insight supports SUBLIME’s vision of targeted, efficient testing rather than exhaustive sampling.

Her research also explored different ways to model uncertainty. For Method 1, she was able to quantify how increasing test data from 3 to 6 and 11 samples reduced uncertainty by 17.5% and 25.9%, respectively. Due to high computational costs, a similar analysis wasn’t feasible for Method 2. While stricter filtering can improve precision, flexible statistical assumptions may offer practical advantages, especially when only limited data are available. . These kinds of findings help SUBLIME refine best practices and inform future guidelines for infrastructure assessment.

Ultimately, Elena’s work strengthens the tools available to structural engineers and asset managers across the SUBLIME network. It’s a powerful example of how academic research, when grounded in real-world constraints, can directly inform practice.

Being part of SUBLIME allows me to focus on challenges that really matter to infrastructure safety,” says Elena Zancato. “My goal has been to create a tool that works with the data limitations engineers face on site. It’s exciting to see our approach already making structural assessment more accessible.”

This work is part of the SUBLIME program and was carried out under project KICH1.ST01.20.008funded by the Dutch Research Council (NWO) and supported by M2i under N21007a. For more information, please read: DOI: https://doi.org/10.2749/ghent.2025.0226

Dissemination

EngD Project Defence: Ali Sabzi Khoshraftar

The SUBLIME consortium is pleased to announce the successful defence of the Engineering Doctorate (EngD) project by Ali Sabzi Khoshraftar, who presented his work on the development and evaluation of predictive digital twins for steel bridge assessment and maintenance.

Read More »
Dissemination

Monitoring steel bridges in practice: Van Hall Bridge featured online

The SUBLIME consortium is pleased to see that recent monitoring campaigns at the Van Hall Bridge in Amsterdam are now featured in an online article and video published by Aan de Gracht(en) Amsterdam. The publication highlights how in-depth monitoring of steel bridges contributes to a better understanding of their condition, vulnerabilities, and long-term performance.

Read More »
Dissemination

CT de Boer Showcases SUBLIME Fieldwork at the 2025 M2i Conference

During the 2025 M2i Conference at Papendal, Anton Gorter of Civiele Technieken de Boer presented the progress of SUBLIME’s field monitoring work on the Van Hall Bridge in Amsterdam. His talk, “An on-site measurement campaign – it sounds so simple” highlighted the many practical steps and unforeseen challenges involved in collecting high-quality strain data on a historic movable steel bridge.

Read More »

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