Project: Characterization of the thermal exposure and material properties of concrete during the fire decay phase for performance-based structural fire engineering.
2022-11-01 – 2026-11-15
- Abstract
Fires are a frequent threat for society. Structures are commonly designed to avoid collapse in the heating phase of the fire, allowing for safe evacuation. Structural stability in the decay phase is not considered. This is a problem for fire fighter safety, and from the perspective of sustainability and resilience (buildings are not designed to survive a fire). The idea of designing buildings for decay phase safety and post-fire usability has been gaining ground, but is hindered by a series of fundamental knowledge gaps: (i) The fire decay phase is not well-described by current models; (ii) There is a lack of data on material properties for the decay phase; (iii) Structural models are validated mainly for the heating phase; and (iv) Significant uncertainties exist in these fields, and current engineering methods are not adapted to take this into account. These fundamental knowledge gaps are tackled in the current proposal. In a first phase the state-of-the-art is gathered, resulting in publicly available databases. The second phase consists of detailed fire dynamics modelling, and an experimental test campaign for the characterization of the thermal and mechanical behavior in the decay phase, focusing on concrete. Innovative bench-scale tests are used, and test results are made public. Advanced structural models are developed and uncertainties quantified. The third phase consists of the development of a novel safety-based framework for structures exposed to realistic fires.
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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
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Optimal experimental design for the calibration of a high-temperature thermal strain model for concrete during cooling
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- Journal Article
- A1
- open access
High-intensity fast-response electric radiant panel (HIFREP) to impose fire equivalent heat fluxes on building elements with enhanced thermal boundary conditions accuracy
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- Journal Article
- A2
- open access
Reliability-based safety format for structural fire engineering : derivation based on the most likely failure point
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- Journal Article
- A1
- open access
Experimental investigation on the effect of natural fire exposure on the post‐fire behavior of reinforced concrete beams using electric radiant panel
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- Conference Paper
- P1
- open access
High-Intensity Fast-Response Electric radiant Panel (HIFREP) for increased accuracy on thermal boundary conditions during fire testing
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- Journal Article
- A1
- open access
CFD-based analysis of deviations between thermocouple measurements and local gas temperatures during the cooling phase of compartment fires
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- Conference Paper
- C1
- open access
CFD-based analysis of thermocouple measurements in the fire decay and cooling phases in relation to the adiabatic surface temperature
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- Conference Paper
- P1
- open access
Value of information applied to the post-fire assessment of concrete slabs
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- Journal Article
- A1
- open access
Model uncertainty in a parametric fire curve approach : a stochastic correction factor for the compartment fire load density