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Iskalni niz: "avtor" (Andrea Lucherini) .

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1.
Video enhancement for increased spatio-temporal resolution in thermal videos : demonstration on a pool fire
Andrea Lucherini, Steven Verstockt, Bart Merci, 2026, izvirni znanstveni članek

Povzetek: A spatio-temporal video enhancement of a small-scale pool fire is performed to address the typically low spatial resolution and frame rate of inexpensive infrared (IR) cameras. Improving image quality can increase the applicability of low-cost thermal cameras for certain research tasks and analyses. The spatial resolution and frame rate are doubled, from 310 × 250 pixels (px) to 620 × 500 px, and from 25 frames per second (fps) to 50 fps, as well as from 50 fps to 100 fps. Spatial resolution enhancement is achieved using super-resolution methods based on deep learning, employing several pre-trained models: Fast Super-Resolution CNN (FSRCNN), Efficient Sub-Pixel Convolutional Network (ESPCN), Enhanced Deep Super-Resolution (EDSR), Laplacian Pyramid Super-Resolution Network (LapSRN), and Real-ESRGAN. The footage consists of an n-heptane pool fire recorded using a mid-wave infrared (MWIR) FLIR X6981 HS InSb camera. EDSR provides the best performance for both purely resized images and images subjected to complex degradation. For temporal enhancement, a pre-trained frame interpolation model, FLAVR (FlowAgnostic Video Representation), is used. The resulting interpolated frames appear realistic and preserve the overall flow direction and shape of the flame. The interpolated frames are compared with ground-truth data to validate the accuracy of the temporal enhancement.
Ključne besede: image processing, thermal camera, machine learning, pool fire
Objavljeno v DiRROS: 15.06.2026; Ogledov: 100; Prenosov: 70
.pdf Celotno besedilo (6,85 MB)
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2.
Environmental impact of structural fire engineering for sustainable building design : current practices and future directions
José Humberto Matias de Paula Filho, Andrea Lucherini, 2026, izvirni znanstveni članek

Povzetek: In the climate emergency context, it is necessary to consider the several existing structural fire engineering strategies through the lens of sustainability, hence assessing the environmental impact of the current structural fire engineering practices to minimise it, based on the project's specificities. However, it is equally necessary to raise awareness of how environmental targets may affect the structural performance of a building in the event of a fire. This paper offers an overview of the existing strategies and recent developments to decrease the embodied carbon and foster circularity for structural fire engineering. Low-carbon emission materials, optimisation strategies for structural systems and fire protection, and circularity principles like design for disassembly and reuse of structural elements are discussed. Finally, a case study of an office building is presented to analyse the embodied carbon of different equivalent design and structural fire engineering practices, indicating the potential for reducing the climate impact in a fire safety context.
Ključne besede: structural fire engineering, sustainable building design, low carbon emission materials, embodied carbon, fire safety, performance-based fire design
Objavljeno v DiRROS: 18.05.2026; Ogledov: 119; Prenosov: 56
.pdf Celotno besedilo (812,17 KB)
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3.
Charring and in-depth thermal penetration within cross-laminated timber elements in large-scale compartment fires
Jose L. Torero, Angela Solarte, Diana Casimiro-Soriguer, Vinny Gupta, Felix Wiesner, David Lange, Juan P. Hidalgo, 2026, izvirni znanstveni članek

Povzetek: The fire performance of engineered timber structures is fundamentally controlled by the coupling between the in-depth temperature evolution of the timber elements and the internal compartment fire dynamics. Charring and heating of the timber during and after a fire are known to significantly degrade the mechanical capacity of timber elements, while also influencing the intensity and duration of burning by generating additional fuel and potentially inducing bond line failures. A series of large-scale fire experiments in cross-laminated timber (CLT) compartments with varying configurations of exposed timber surfaces and movable fuel loads has been performed to investigate these interrelationships, by measuring the charring, thermal penetration, and exposure conditions of the CLT elements. The extent of charring and in-depth heating was found to be primarily determined by the duration of heating—associated to the movable fuel load characteristics and occurrence of self-extinction or char fall-off. Significant in-depth temperature rise beyond the char front continued beyond the decay of the fire and cessation of charring. These findings highlight the importance of designing timber compartments to limit the duration of burning, and to account for the structural implications of thermal penetration during the cooling phase.
Ključne besede: compartment fires, heat transfer, thermal penetration, large-scale, mass timber, cross-laminated timber, charring, char fall-off, performance-based design
Objavljeno v DiRROS: 18.05.2026; Ogledov: 200; Prenosov: 55
.pdf Celotno besedilo (2,05 MB)
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4.
Optimal experimental design for the calibration of a high-temperature thermal strain model for concrete during cooling
Matilde Bruun Sørensen, Giuseppe Abbiati, Andrea Lucherini, Bart Merci, Ruben Van Coile, 2026, izvirni znanstveni članek

Povzetek: Performance-based structural fire design relies on models that capture material and structural behaviour during heating and cooling. Such models require experimental data, but experiments are often time- and resource- intensive. Optimal Experimental Design (OED) can reduce the number of tests needed by minimizing the variance of parameter estimates. This study demonstrates the use of OED, using D-optimality as the optimization criterion, for an experimental setup that measures the thermal elongation of concrete specimens. In these tests, cylindrical concrete specimens are slowly heated to a predefined maximum temperature while their elongation is being measured. The goal of the experimental campaign is to calibrate a model for the free thermal strain of concrete during cooling. The OED determines the optimal exposure that is expected to result in the lowest variance around the mean values of the parameter estimates. The results of the OED are compared with a baseline experimental design without optimization, showing that the advantages of OED become increasingly evident as the number of experimental runs grows and intuitive reasoning becomes less reliable. In addition, the approach is validated considering real experimental data.
Ključne besede: optimal experimental design, concrete, thermal strain, cooling
Objavljeno v DiRROS: 08.04.2026; Ogledov: 200; Prenosov: 41
.pdf Celotno besedilo (1,10 MB)
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5.
Fire performance of thin intumescent coatings : material characterisation and application to mass timber structures
Felix Wiesner, Andrea Lucherini, Wenxuan Wu, Cristian Maluk, Anwar Orabi, 2026, izvirni znanstveni članek

Povzetek: This study investigates the thermal behaviour of two opaque and one transparent thin intumescent coating at material level (coating only) and system level (coating applied at real scale on timber), and their effects on timber in fire. Micro-scale tests were conducted to examine the underlying mechanisms of intumescence and degradation for each coating individually, while bench-scale tests demonstrated how these behaviours translate to larger scales. Critical temperature and heat flux thresholds were identified at which the coatings begin to insulate the timber through the formation of the intumescent char layer, as well as those marking degradation of the layer and the reduction of its insulating efficacy. The findings highlight that coating type and thickness, heating conditions and exposure duration influence mass retention, swelling pattern, and the integrity of the intumescent char layer. Overall, the transparent coating exhibited lower durability than the opaque ones. It was also shown that, due to the similar temperature ranges of timber pyrolysis and coating swelling, timber degradation occurs close to the coated surface during the transient swelling process, resulting in a heated region of 15- 20 mm with negligible mechanical properties by the end of swelling. Therefore, intumescent coatings provide insulation progressively rather than immediately.
Ključne besede: mass timber, thin intumescent coatings, swelling, fire testing, charring, fire safety
Objavljeno v DiRROS: 08.04.2026; Ogledov: 173; Prenosov: 154
.pdf Celotno besedilo (8,52 MB)
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6.
Burning of liquid pools and wood cribs in large fully developed timber compartment fires
Keon Senez, Ian Pope, Felix Wiesner, Andrea Lucherini, David Lange, Jose L. Torero, Elizabeth Weckman, Juan P. Hidalgo, 2026, izvirni znanstveni članek

Povzetek: The contribution of exposed mass timber to compartment fire dynamics is often framed by prescribed fuel load density, implicitly assuming fuel-independent thermal feedback. This paper interrogates that assumption experimentally using full-scale cross-laminated timber (CLT) compartments with two exposed surfaces (ceiling and side wall) and a movable fuel; either a kerosene pool or a wood crib. High-resolution measurements of heat flux, in-depth timber temperatures, burning rates, opening flows, and gas species demonstrate that fuel chemistry and geometry strongly modulate oxidizer delivery and residence time, thereby governing radiative feedback, CLT burning rates, and external flaming. The pool fire exhibited pronounced radiative enhancement and transient oxidizer starvation near the timber until pool decay. In contrast, the crib burning rate was inhibited, while the CLT burned efficiently. Analysis of the Global Equivalence Ratio (GER) and air bypass ratio revealed significant excess oxygen in the outflow, indicating that entrained air did not permeate the crib but instead oxidized the CLT, leaving unreacted air due to short mixing timescales. Despite unchoked doorway conditions, the crib fire produced bypass ratios and external flaming fractions comparable to the pool fire. The work shows that fuel load and ventilation factors alone are insufficient to describe the mass timber compartment fire dynamics and the CLT performance (e.g. charring). The fuel chemistry, geometry, and placement interact significantly with the compartment geometry. Therefore, the role of the moveable fuel is fundamental, and care must be employed when extrapolating demonstrator experiment results to the fire safety design of mass timber buildings.
Ključne besede: compartment fires, burning rates, pool fires, wood cribs, protection of wood
Objavljeno v DiRROS: 08.04.2026; Ogledov: 407; Prenosov: 166
.pdf Celotno besedilo (5,59 MB)
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7.
Updating of a deterministic model for the free thermal strain of concrete in fire during heating and cooling using novel experimental data and Bayesian inference
Florian Put, Roberto Felicetti, Andrea Lucherini, Bart Merci, Ruben Van Coile, 2026, izvirni znanstveni članek

Povzetek: With the rise of performance-based structural fire design, understanding the behaviour of materials during both the heating and cooling phases of a fire has become essential. Traditionally, research has focused on the heating phase, resulting in limited data on material properties during cooling, in particular for the free thermal strain of concrete. This gap is critical, as free thermal strain significantly influences load redistribution in reinforced concrete structures. Two experimental campaigns were conducted to expand the available data: one using the UGent HIFREP (‘High Intensity Fast-Response Electric Radiant Panel’) and the other employing an electric furnace. The first test campaign provided an extensive dataset on the residual thermal strain, whereas the time- consuming furnace tests provided data for the entire fire event (heating and cooling). These datasets were used to update an existing model through Bayesian inference, coherently integrating the new information. The outcome is a comprehensive probabilistic model that accurately captures the free thermal strain behaviour of concrete throughout both heating and cooling, allowing for a full reliability-based evaluation of concrete structures in fire.
Ključne besede: concrete, cooling, free thermal strain, fire safety, structural fire engineering, experiments, bayesian inference
Objavljeno v DiRROS: 10.03.2026; Ogledov: 329; Prenosov: 70
.pdf Celotno besedilo (1,45 MB)
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8.
Principles for the fire performance of external wall systems
Andrea Lucherini, Rauan Adikey, Grunde Jomaas, Jose L. Torero, 2025, objavljeni znanstveni prispevek na konferenci

Povzetek: Recent high-profile fires involving combustible façades have exposed significant gaps in both the understanding and regulation of external wall systems. Modern façade designs frequently employ polymers as insulation and/or laminated composite materials that, while improving energy efficiency, can inadvertently create pathways for vertical fire spread. Thus, there is a need to establish fundamental principles for evaluating the fire spread performance of these systems. Drawing on notable incidents, it is shown how uncontrolled flame spread can defeat compartmentation strategies, compromise occupant egress, and overwhelm firefighting efforts. Extending on previous studies, a performance-based approach to fire spread is proposed, examining four levels of relevance: material properties, product characteristics, assembly configuration, and overall building context. Key factors include combustibility, ventilation effects, and real-world variables (e.g., building characteristics). Case studies of testing methods illustrate both utility and limitations in capturing metrics relevant to façade design. Ultimately, it is advocated that there is an urgent need for rigorous, tailored assessment protocols supported by professional competence, thereby ensuring that complex external wall systems can be designed and managed to balance fire safety with sustainability and safety objectives.
Ključne besede: fire safety, facades, external wall systems, fire spread
Objavljeno v DiRROS: 28.11.2025; Ogledov: 831; Prenosov: 307
.pdf Celotno besedilo (3,75 MB)
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9.
Compartment fire dynamics in taller timber buildings : guidance for performance-based fire safety engineering
Ian Pope, Antonela Čolić, Chamith Karannagodage, Ahmed Ahmed Ali Awadallah, Andrea Lucherini, 2025, samostojni znanstveni sestavek ali poglavje v monografski publikaciji

Povzetek: In comparison to non-combustible construction materials commonly used for taller buildings, timber elements can significantly alter the fire dynamics in a compartment. This fundamentally challenges many of the conventional fire safety strategies and design approaches for mid-rise and high-rise buildings. Consequently, many building industry practitioners are questioning the limitations of existing methodologies, while searching for additional ways to account for this different fire behaviour in the design, construction, and operation of timber buildings. In seeking to address these questions, this chapter describes the state-of-the-art and recent advances in understanding the fire behaviour in compartments with areas of exposed timber (e.g., engineered wood products), and protected timber elements that may contribute to the fire if their encapsulation fails. Relevant experimental findings and engineering approaches to date are summarised and discussed, and design guidance is provided in relation to the typical phases of realistic or ‘natural’ fires, namely the growth phase, the fully-developed phase, the fire decay, and the cooling phase. Critical fire phenomena and their impacts on the fire safety strategy are addressed, such as fire spread; active fire suppression; heat induced delamination and char fall-off; and self-extinguishment.
Ključne besede: timber, fire dynamics, fire safety, self-extinguishment, heat induced delamination, char fall-off
Objavljeno v DiRROS: 18.11.2025; Ogledov: 568; Prenosov: 276
.pdf Celotno besedilo (974,53 KB)
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10.
Structural fire behaviour
Felix Wiesner, Daniel Brandon, Andrea Lucherini, Pedro Palma, 2025, samostojni znanstveni sestavek ali poglavje v monografski publikaciji

Povzetek: Fire safety and fire protection objectives require that buildings and parts of buildings do not collapse during a fire. This requires that the load-carrying capacity is maintained to a minimum acceptable level during a fire. This chapter briefly describes the historical background and state of the art of fire resistance and its determination for timber members through testing or calculations. The thermal and mechanical principles that underpin structural behaviour of wood at elevated temperatures are explained in the context of explicit calculation methods that enable explicit evaluation of the structural capacity beyond fire resistance, which is a formalised and codified assessment of structural elements against a standard fire. The importance of connections to the overall structure in fire is explained along with suitable design considerations. Ultimately, knowledge gaps with respect to novel and more complex engineered timber products for taller timber buildings are highlighted alongside potential limitations of established design parameters.
Ključne besede: fire resistance, fire safety, structures, load-carrying capacity, timber, connections
Objavljeno v DiRROS: 18.11.2025; Ogledov: 627; Prenosov: 283
.pdf Celotno besedilo (1,01 MB)
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