Fuel load significantly affects fire development in compartments, and its design value derives from the statistical results of numerous surveys. This work enhances the fuel load database by employing a digitized survey method to assess 27 university and commercial offices in Hong Kong and Mainland, China. The results revealed significant differences in fuel load densities: university offices averaged 382 MJ/m2 (SD: 297 MJ/m2) and commercial offices averaged 1804 MJ/m2 (SD: 1319 MJ/m2). Moreover, it proposed an online questionnaire method to overcome onsite access limitations. Furthermore, it identified higher fuel load densities in commercial offices due to higher paper-made content and greater occupancy density than university offices. The fuel load of university offices was lower than that in previous surveys and design codes, while commercial fuel load was higher. Notably, there is an increasing tendency of fuel load density and plastic combustible composition over the years. Additionally, it considers that Gompertz distribution better fits cumulative probabilities of fuel load density data with a small sample size. Overall, it provides a valuable database for future fire scenario design, fire codes edition, and fire safety assessment and discusses future collaboration with AI applications.
{"title":"Digitized fuel load survey in commercial and university office buildings for fire safety assessment","authors":"Yifei Ding, Wai Kit Cheung, Yuxin Zhang, Xinyan Huang","doi":"10.1016/j.firesaf.2024.104287","DOIUrl":"10.1016/j.firesaf.2024.104287","url":null,"abstract":"<div><div>Fuel load significantly affects fire development in compartments, and its design value derives from the statistical results of numerous surveys. This work enhances the fuel load database by employing a digitized survey method to assess 27 university and commercial offices in Hong Kong and Mainland, China. The results revealed significant differences in fuel load densities: university offices averaged 382 MJ/m<sup>2</sup> (SD: 297 MJ/m<sup>2</sup>) and commercial offices averaged 1804 MJ/m<sup>2</sup> (SD: 1319 MJ/m<sup>2</sup>). Moreover, it proposed an online questionnaire method to overcome onsite access limitations. Furthermore, it identified higher fuel load densities in commercial offices due to higher paper-made content and greater occupancy density than university offices. The fuel load of university offices was lower than that in previous surveys and design codes, while commercial fuel load was higher. Notably, there is an increasing tendency of fuel load density and plastic combustible composition over the years. Additionally, it considers that Gompertz distribution better fits cumulative probabilities of fuel load density data with a small sample size. Overall, it provides a valuable database for future fire scenario design, fire codes edition, and fire safety assessment and discusses future collaboration with AI applications.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104287"},"PeriodicalIF":3.4,"publicationDate":"2024-11-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142653745","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-05DOI: 10.1016/j.firesaf.2024.104286
K.M. Hinnant , P.E. Sudol , J.A. Cramer , J.P. Farley , S. Karwoski , F.R. Kuemmerlen , D. Kim , S.L. Giles , L.C. Brown , G.C. Daniels , B.C. Giordano , M.C. Davis , R. Ananth
Locally weighted regressions (LWR) were calculated between MIL-PRF-24385 1.8 m diameter pool fire extinction results and various 19 cm pool fire metrics, as compiled in a recent database. The goal: to define correlations between bench and large-scale foam fire extinction experiments to improve bench-scale experiments to more rapidly screen the firefighting potential of environmentally-friendly foams. Bench-scale metrics included the area under the curve (AUC) for extinction time versus foam flow rate profiles, the average extinction times at binned foam flow rate ranges, and CO2-based extinction times, determined through tunable diode laser absorption spectroscopy (TDLAS) measurements above the pool fire. When cross-validation was implemented within the LWR algorithm, the AUC values, CO2-based extinction times, and extinction times for a flow rate-bin >1500 ml/min showed the best correlations to large-scale data; however, the R2 values were all below 0.6, indicating a low level of correlation. Although differences between active versus passive firefighter and foam generation methods exist between the two scales, data accuracy and limited data are likely contributing the most to low R2 values. The LWR correlations are promising and can be improved with accurate data, providing confidence in bench-scale testing despite diminished radiation intensity and turbulence associated with larger fires.
{"title":"Correlations between bench-scale and large-scale extinction metrics for firefighting foams","authors":"K.M. Hinnant , P.E. Sudol , J.A. Cramer , J.P. Farley , S. Karwoski , F.R. Kuemmerlen , D. Kim , S.L. Giles , L.C. Brown , G.C. Daniels , B.C. Giordano , M.C. Davis , R. Ananth","doi":"10.1016/j.firesaf.2024.104286","DOIUrl":"10.1016/j.firesaf.2024.104286","url":null,"abstract":"<div><div>Locally weighted regressions (LWR) were calculated between MIL-PRF-24385 1.8 m diameter pool fire extinction results and various 19 cm pool fire metrics, as compiled in a recent database. The goal: to define correlations between bench and large-scale foam fire extinction experiments to improve bench-scale experiments to more rapidly screen the firefighting potential of environmentally-friendly foams. Bench-scale metrics included the area under the curve (AUC) for extinction time versus foam flow rate profiles, the average extinction times at binned foam flow rate ranges, and CO<sub>2</sub>-based extinction times, determined through tunable diode laser absorption spectroscopy (TDLAS) measurements above the pool fire. When cross-validation was implemented within the LWR algorithm, the AUC values, CO<sub>2</sub>-based extinction times, and extinction times for a flow rate-bin >1500 ml/min showed the best correlations to large-scale data; however, the R<sup>2</sup> values were all below 0.6, indicating a low level of correlation. Although differences between active versus passive firefighter and foam generation methods exist between the two scales, data accuracy and limited data are likely contributing the most to low R<sup>2</sup> values. The LWR correlations are promising and can be improved with accurate data, providing confidence in bench-scale testing despite diminished radiation intensity and turbulence associated with larger fires.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"151 ","pages":"Article 104286"},"PeriodicalIF":3.4,"publicationDate":"2024-11-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142704951","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-04DOI: 10.1016/j.firesaf.2024.104285
Tim J. Aspinall , Emmajane L. Erskine , Kevin A. Denham , Derek C. Taylor , Rory M. Hadden
This study investigates the thermomechanical response of carbon fibre reinforced polymer (CFRP) C-channels using a bench-scale apparatus that combines mechanical loading and radiant thermal exposure. The study aims to assess the behaviour of pre-loaded CFRP C-channels, representative of aircraft sub-structures when subjected to fire conditions. Woven prepreg CFRP C-channels were tested under cantilever point load deflection while exposed to varying heat fluxes. Key aspects examined during the study include failure times, displacement, temperature distribution, and failure modes. The findings reveal that heated, pre-loaded C-channels experience distinct phases of physico-chemical decomposition and mechanical degradation. The mechanical degradation includes upward shear buckling of the horizontal flanges and vertical web, along with outward buckling of the vertical web towards the heat source. The study shows that thermal decomposition and mechanical degradation occur simultaneously, influenced by heat flux intensity. Higher heat fluxes accelerate decomposition and reduce load-bearing capacity, while lower fluxes slow degradation. Displacement data indicates that heat flux intensity significantly affects structural response. Temperature measurements show higher fluxes lead to elevated temperatures and steeper gradients, impacting failure times and modes. Increased temperatures correlate with shorter failure times, and variability in failure times decreases as heat flux rises. These insights are significant for understanding the thermomechanical response of C-channels in aircraft sub-structures. The knowledge obtained can contribute to developing more robust and safer aircraft designs, particularly for components exposed to fire conditions, enabling engineers to establish more precise safety margins for CFRP structures, potentially preventing catastrophic failures and thereby enhancing overall aircraft safety.
本研究使用一种结合了机械加载和辐射热暴露的台式设备,对碳纤维增强聚合物(CFRP)C 型槽的热机械响应进行了研究。该研究旨在评估预加载 CFRP C 型槽在火灾条件下的行为,它代表了飞机的子结构。在悬臂点荷载挠度下对编织预浸料 CFRP C 型槽进行了测试,同时暴露在不同的热通量下。研究的主要内容包括失效时间、位移、温度分布和失效模式。研究结果表明,加热的预加载 C 型槽经历了不同阶段的物理化学分解和机械退化。机械退化包括水平翼缘和垂直腹板的向上剪切屈曲,以及垂直腹板向热源的向外屈曲。研究表明,热分解和机械降解是同时发生的,受热流强度的影响。较高的热通量会加速分解并降低承载能力,而较低的热通量则会减缓退化。位移数据表明,热通量强度对结构响应有显著影响。温度测量结果表明,较高的热通量会导致温度升高和梯度增大,从而影响失效时间和失效模式。温度升高与失效时间缩短相关,而失效时间的变化则随着热通量的升高而减小。这些见解对于了解飞机子结构中 C 型通道的热机械响应具有重要意义。所获得的知识有助于开发更坚固、更安全的飞机设计,特别是暴露在火灾条件下的部件,使工程师能够为 CFRP 结构建立更精确的安全系数,从而有可能防止灾难性故障,进而提高飞机的整体安全性。
{"title":"Bench-scale thermomechanical assessment of carbon fibre reinforced polymer C-channels","authors":"Tim J. Aspinall , Emmajane L. Erskine , Kevin A. Denham , Derek C. Taylor , Rory M. Hadden","doi":"10.1016/j.firesaf.2024.104285","DOIUrl":"10.1016/j.firesaf.2024.104285","url":null,"abstract":"<div><div>This study investigates the thermomechanical response of carbon fibre reinforced polymer (CFRP) C-channels using a bench-scale apparatus that combines mechanical loading and radiant thermal exposure. The study aims to assess the behaviour of pre-loaded CFRP C-channels, representative of aircraft sub-structures when subjected to fire conditions. Woven prepreg CFRP C-channels were tested under cantilever point load deflection while exposed to varying heat fluxes. Key aspects examined during the study include failure times, displacement, temperature distribution, and failure modes. The findings reveal that heated, pre-loaded C-channels experience distinct phases of physico-chemical decomposition and mechanical degradation. The mechanical degradation includes upward shear buckling of the horizontal flanges and vertical web, along with outward buckling of the vertical web towards the heat source. The study shows that thermal decomposition and mechanical degradation occur simultaneously, influenced by heat flux intensity. Higher heat fluxes accelerate decomposition and reduce load-bearing capacity, while lower fluxes slow degradation. Displacement data indicates that heat flux intensity significantly affects structural response. Temperature measurements show higher fluxes lead to elevated temperatures and steeper gradients, impacting failure times and modes. Increased temperatures correlate with shorter failure times, and variability in failure times decreases as heat flux rises. These insights are significant for understanding the thermomechanical response of C-channels in aircraft sub-structures. The knowledge obtained can contribute to developing more robust and safer aircraft designs, particularly for components exposed to fire conditions, enabling engineers to establish more precise safety margins for CFRP structures, potentially preventing catastrophic failures and thereby enhancing overall aircraft safety.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104285"},"PeriodicalIF":3.4,"publicationDate":"2024-11-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142592768","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-11-02DOI: 10.1016/j.firesaf.2024.104281
Jianyao Tu, Bozhezi Peng, Liwei Bai, Yi Zhang
{"title":"How do passengers’ psychological conditions and behavioral conditions change in metro fire evacuation: An online questionnaire-based experiment","authors":"Jianyao Tu, Bozhezi Peng, Liwei Bai, Yi Zhang","doi":"10.1016/j.firesaf.2024.104281","DOIUrl":"10.1016/j.firesaf.2024.104281","url":null,"abstract":"","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104281"},"PeriodicalIF":3.4,"publicationDate":"2024-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142653728","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-10-30DOI: 10.1016/j.firesaf.2024.104280
Siqi Li , Aibing Li , Weiyong Wang , Shan-Shan Huang
Previous studies on the post-fire mechanical properties of steel were conducted with unstressed state, without considering the influence of pre-stress which subjected to structures in reality. In this article, the post-fire residual mechanical properties of Q460GJ steel under different pre-tensile stresses were studied. The stress-strain curve, elastic modulus, yield strength, ultimate strength and fracture elongation of Q460GJ steel after different elevated temperatures heating are analyzed in detail. The experimental results are compared with that of Q460 steel and S460 steel in the existing literatures. At last, the predictive equations of post-fire mechanical properties of Q460GJ steel under different pre-tensile stresses are established. Q460GJ steel still maintains good ductility after elevated temperature heating, which increases the possibility of reuse of Q460GJ steel element after fire. The Q460GJ steel has better post-fire ductility than that of Q460 and S460 steels. The predictive equations for the post-fire residual mechanical properties for Q460GJ steel under different pre-tensile stresses were proposed. The variation coefficients of yield strength for Q460GJ steel under different pre-tensile stresses after 20 min different elevated temperatures heating were within 0.065. The findings should have a great significance to providing theoretical support for design of reusing or restoring steel building after fire.
{"title":"Post-fire residual mechanical properties of Q460GJ steel under different pre-tensile stresses","authors":"Siqi Li , Aibing Li , Weiyong Wang , Shan-Shan Huang","doi":"10.1016/j.firesaf.2024.104280","DOIUrl":"10.1016/j.firesaf.2024.104280","url":null,"abstract":"<div><div>Previous studies on the post-fire mechanical properties of steel were conducted with unstressed state, without considering the influence of pre-stress which subjected to structures in reality. In this article, the post-fire residual mechanical properties of Q460GJ steel under different pre-tensile stresses were studied. The stress-strain curve, elastic modulus, yield strength, ultimate strength and fracture elongation of Q460GJ steel after different elevated temperatures heating are analyzed in detail. The experimental results are compared with that of Q460 steel and S460 steel in the existing literatures. At last, the predictive equations of post-fire mechanical properties of Q460GJ steel under different pre-tensile stresses are established. Q460GJ steel still maintains good ductility after elevated temperature heating, which increases the possibility of reuse of Q460GJ steel element after fire. The Q460GJ steel has better post-fire ductility than that of Q460 and S460 steels. The predictive equations for the post-fire residual mechanical properties for Q460GJ steel under different pre-tensile stresses were proposed. The variation coefficients of yield strength for Q460GJ steel under different pre-tensile stresses after 20 min different elevated temperatures heating were within 0.065. The findings should have a great significance to providing theoretical support for design of reusing or restoring steel building after fire.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104280"},"PeriodicalIF":3.4,"publicationDate":"2024-10-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142573533","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-10-23DOI: 10.1016/j.firesaf.2024.104275
Jacob David , David Morrisset , Richard Emberley
Understanding the burning rate (mass loss rate, MLR) of timber products is essential in characterizing the ignition characteristics, fire size, and extinction phenomena experienced by timber. Key parameters for timber, such as self-extinction criteria, are presented throughout literature. These parameters are often determined using bench-scale experiments in relatively low trial quantities (e.g., n = 3). This study investigates the influence of trial quantity on the observed statistical variation in key burning rate metrics for timber products (e.g., peak MLR, MLR at extinction). Experiments were performed using a conical heater to conduct 100 repeat trials at incident heat fluxes of 20 kW/m2, 40 kW/m2, and 50 kW/m2 on 12.7 mm (0.5 in.) thick ACX cross laminated plywood samples. Significant variability was observed in trials conducted at 40 kW/m2 due to bimodal behavior where 39% of samples experienced self-extinction and the remaining 61% of samples sustained combustion until burnout (i.e., complete pyrolysis of the material). The MLR at extinction for the trials at 40 kW/m2 displayed nearly double the magnitude compared to trials conducted at 20 kW/m2 due to the breakdown of the semi-infinite solid condition. The results from this work illustrate the significance of large trial quantities when investigating complex phenomena.
{"title":"Statistical variation of the burning rate and extinction characteristics of engineered timber products","authors":"Jacob David , David Morrisset , Richard Emberley","doi":"10.1016/j.firesaf.2024.104275","DOIUrl":"10.1016/j.firesaf.2024.104275","url":null,"abstract":"<div><div>Understanding the burning rate (mass loss rate, MLR) of timber products is essential in characterizing the ignition characteristics, fire size, and extinction phenomena experienced by timber. Key parameters for timber, such as self-extinction criteria, are presented throughout literature. These parameters are often determined using bench-scale experiments in relatively low trial quantities (e.g., <em>n</em> = 3). This study investigates the influence of trial quantity on the observed statistical variation in key burning rate metrics for timber products (e.g., peak MLR, MLR at extinction). Experiments were performed using a conical heater to conduct 100 repeat trials at incident heat fluxes of 20 kW/m<sup>2</sup>, 40 kW/m<sup>2</sup>, and 50 kW/m<sup>2</sup> on 12.7 mm (0.5 in.) thick ACX cross laminated plywood samples. Significant variability was observed in trials conducted at 40 kW/m<sup>2</sup> due to bimodal behavior where 39% of samples experienced self-extinction and the remaining 61% of samples sustained combustion until burnout (i.e., complete pyrolysis of the material). The MLR at extinction for the trials at 40 kW/m<sup>2</sup> displayed nearly double the magnitude compared to trials conducted at 20 kW/m<sup>2</sup> due to the breakdown of the semi-infinite solid condition. The results from this work illustrate the significance of large trial quantities when investigating complex phenomena.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104275"},"PeriodicalIF":3.4,"publicationDate":"2024-10-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142592767","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-10-19DOI: 10.1016/j.firesaf.2024.104273
Deives J. de Paula , João Paulo C. Rodrigues , Aline L. Camargo , Rúben F.R. Lopes
External walls are part of the construction system where new solutions appear every day. These systems are usually built with new materials that offer greater thermal resistance but with poor fire behaviour. This fire behaviour can be evaluated in large-scale tests, such as the ones prescribed at BS 8414-1, LEPIR II or ISO-13785-1 standards, that consider a typical scenario where the fire outbreaks inside the building and spreads to outside through a window or venting. However, there are situations in which these systems can be affected by external fires, such as forest fires, goods burning next to the external wall, or even sabotage, that are of interest to be evaluated. This paper presents the results of experimental tests for evaluating the behaviour of building external walls made of sandwich panels, of four different insulation materials in the core (mineral wool, polyisocyanurate - PIR, organic polymer and polyurethane - PUR). The tests were carried out according to BS 8414-2 standard, considering the common internal and a new external fire scenario. The external fire scenario was intended to simulate the case of goods or equipment stored next to the wall, outside the building, that catches fire. The walls' performance was checked according to BRE 135 Annex B criteria. In these tests were registered the temperatures in the exposed and unexposed face of the walls and the incident radiant heat flux in the wall surface. The external fire scenario showed that can be more aggressive to the external wall cladding than the internal fire, demonstrating that this condition must be carefully investigated to propose this situation in standards for the future.
外墙是建筑系统的一部分,每天都有新的解决方案出现。这些系统通常使用新型材料建造,这些材料具有更强的耐热性,但防火性能较差。这种防火性能可以在大规模测试中进行评估,例如 BS 8414-1、LEPIR II 或 ISO-13785-1 标准中规定的测试,这些测试考虑的是火灾在建筑物内部爆发并通过窗户或通风口蔓延到外部的典型情况。然而,在某些情况下,这些系统可能会受到外部火灾的影响,例如森林大火、外墙旁边的货物燃烧,甚至是人为破坏,这些都是需要评估的。本文介绍了夹芯板建筑外墙行为评估的实验测试结果,夹芯板中含有四种不同的保温材料(矿棉、聚异氰尿酸盐、有机聚合物和聚氨酯)。测试根据 BS 8414-2 标准进行,考虑了常见的内部和新的外部火灾情况。外部着火情况是为了模拟建筑物外存放在墙壁旁边的货物或设备着火的情况。根据 BRE 135 附件 B 标准对墙体性能进行了检查。在这些测试中,记录了墙壁暴露面和未暴露面的温度以及墙壁表面的入射辐射热流量。外墙着火情况表明,外墙覆层比内墙着火更具侵蚀性,这表明必须对这种情况进行仔细调查,以便在未来的标准中对这种情况提出建议。
{"title":"Performance fire tests on building external walls made of sandwich panels","authors":"Deives J. de Paula , João Paulo C. Rodrigues , Aline L. Camargo , Rúben F.R. Lopes","doi":"10.1016/j.firesaf.2024.104273","DOIUrl":"10.1016/j.firesaf.2024.104273","url":null,"abstract":"<div><div>External walls are part of the construction system where new solutions appear every day. These systems are usually built with new materials that offer greater thermal resistance but with poor fire behaviour. This fire behaviour can be evaluated in large-scale tests, such as the ones prescribed at BS 8414-1, LEPIR II or ISO-13785-1 standards, that consider a typical scenario where the fire outbreaks inside the building and spreads to outside through a window or venting. However, there are situations in which these systems can be affected by external fires, such as forest fires, goods burning next to the external wall, or even sabotage, that are of interest to be evaluated. This paper presents the results of experimental tests for evaluating the behaviour of building external walls made of sandwich panels, of four different insulation materials in the core (mineral wool, polyisocyanurate - PIR, organic polymer and polyurethane - PUR). The tests were carried out according to BS 8414-2 standard, considering the common internal and a new external fire scenario. The external fire scenario was intended to simulate the case of goods or equipment stored next to the wall, outside the building, that catches fire. The walls' performance was checked according to BRE 135 Annex B criteria. In these tests were registered the temperatures in the exposed and unexposed face of the walls and the incident radiant heat flux in the wall surface. The external fire scenario showed that can be more aggressive to the external wall cladding than the internal fire, demonstrating that this condition must be carefully investigated to propose this situation in standards for the future.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104273"},"PeriodicalIF":3.4,"publicationDate":"2024-10-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142526792","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-10-19DOI: 10.1016/j.firesaf.2024.104278
Aobo Liu , Alexandros G. Venetsanos , Michael A. Delichatsios , Waleed Haddad , Yiannis A. Levendis
This paper describes experimental and numerical results on the reach and the spread of gravity-driven jets of liquid nitrogen (LN2) on the ground for applications to fire extinction by aerial means. A series of experiments released LN2 jets from different elevations in ambient air to measure their reach and spread distances upon the impingement. A numerical model was developed to simulate the behavior of such jets. Upon validation, the numerical model was used to further predict the LN2 pool mass and spreading distances under various release configurations. Results showed that the LN2 survivability is greatly affected by the release height of the cryogen, since the LN2 quantity reaching the ground decreases as the release height increases. Moreover, releasing larger initial LN2 quantities and, most importantly using larger nozzle diameters, both the LN2 pool mass and spreading diameter can be extended. Additional experiments were conducted where cryogen jets were released onto small (∼300 cm2) alcohol pool fires; results showed that only limited quantities of the LN2 evaporated in transit to the fire, and small amounts of the cryogen expediently snuffed the fires. A simplified model also suggested that in fire supression/extinction by LN2 the fuel cooling mechanism is of secondary importance compared to the mechanism of separating the fuel from oxygen.
{"title":"On gravity-driven liquid nitrogen jets reach and horizontal spread for extinction of ground fires by aerial means","authors":"Aobo Liu , Alexandros G. Venetsanos , Michael A. Delichatsios , Waleed Haddad , Yiannis A. Levendis","doi":"10.1016/j.firesaf.2024.104278","DOIUrl":"10.1016/j.firesaf.2024.104278","url":null,"abstract":"<div><div>This paper describes experimental and numerical results on the reach and the spread of gravity-driven jets of liquid nitrogen (LN<sub>2</sub>) on the ground for applications to fire extinction by aerial means. A series of experiments released LN<sub>2</sub> jets from different elevations in ambient air to measure their reach and spread distances upon the impingement. A numerical model was developed to simulate the behavior of such jets. Upon validation, the numerical model was used to further predict the LN<sub>2</sub> pool mass and spreading distances under various release configurations. Results showed that the LN<sub>2</sub> survivability is greatly affected by the release height of the cryogen, since the LN<sub>2</sub> quantity reaching the ground decreases as the release height increases. Moreover, releasing larger initial LN<sub>2</sub> quantities and, most importantly using larger nozzle diameters, both the LN<sub>2</sub> pool mass and spreading diameter can be extended. Additional experiments were conducted where cryogen jets were released onto small (∼300 cm<sup>2</sup>) alcohol pool fires; results showed that only limited quantities of the LN<sub>2</sub> evaporated in transit to the fire, and small amounts of the cryogen expediently snuffed the fires. A simplified model also suggested that in fire supression/extinction by LN<sub>2</sub> the fuel cooling mechanism is of secondary importance compared to the mechanism of separating the fuel from oxygen.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104278"},"PeriodicalIF":3.4,"publicationDate":"2024-10-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142526795","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-10-17DOI: 10.1016/j.firesaf.2024.104276
Florian Put , Andrea Lucherini , Ruben Van Coile , Bart Merci
Data from thermocouple (TC) measurements play a pivotal role in fire safety science and engineering studies. It is well-known that there are deviations from the actual local gas temperature and many studies have led to the development of correction factors. The present study focuses on these deviations inside compartments through a systematic series of CFD simulations, performed with Fire Dynamics Simulator (FDS), version 6.8.0. A canonical cubic box is used as geometry. This allows for the demonstration of the impact of the presence of smoke, with variable optical thickness, on the TC data as retrieved from FDS. Significant differences are observed between TC measurements and local gas temperatures. Corrections as developed for TC measurements in open atmospheres cannot be readily applied in compartment configurations, where smoke properties change both spatially and temporally.
{"title":"CFD-based analysis of deviations between thermocouple measurements and local gas temperatures during the cooling phase of compartment fires","authors":"Florian Put , Andrea Lucherini , Ruben Van Coile , Bart Merci","doi":"10.1016/j.firesaf.2024.104276","DOIUrl":"10.1016/j.firesaf.2024.104276","url":null,"abstract":"<div><div>Data from thermocouple (TC) measurements play a pivotal role in fire safety science and engineering studies. It is well-known that there are deviations from the actual local gas temperature and many studies have led to the development of correction factors. The present study focuses on these deviations inside compartments through a systematic series of CFD simulations, performed with Fire Dynamics Simulator (FDS), version 6.8.0. A canonical cubic box is used as geometry. This allows for the demonstration of the impact of the presence of smoke, with variable optical thickness, on the TC data as retrieved from FDS. Significant differences are observed between TC measurements and local gas temperatures. Corrections as developed for TC measurements in open atmospheres cannot be readily applied in compartment configurations, where smoke properties change both spatially and temporally.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104276"},"PeriodicalIF":3.4,"publicationDate":"2024-10-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142526794","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-10-16DOI: 10.1016/j.firesaf.2024.104274
Xiuzhi Zheng , Minjuan He , Zheng Li , Guobiao Lou , Guo-Qiang Li
As timber structures evolve towards greater heights and longer spans for buildings, there is a pressing need to enhance the fire resistance of timber structures. Considering the charring behavior of timber is crucial to the fire resistance of timber structures, it is a promising way to retard the charring behavior of timber and further enhance the fire resistance by applying transparent fireproof coatings. In this study, a series of fire tests were conducted to investigate the effect of transparent fireproof coatings on the charring behavior of Douglas fir glued laminated timber (Glulam) under small-scale ISO 834 standard fire conditions. Different coating types, coating quantities, exposed time to fire and member sizes were considered in the experiments. The experimental results including temperature profiles, maximum temperature, and charring rates for uncoated and coated Glulam specimens were carefully recorded and analyzed. Then, the effect of transparent fireproof coatings was quantified by the proposed ratio of delayed charring. The main mechanism of the delayed charring in fire was finally discussed. This study demonstrated that two transparent fireproof coatings can both effectively lower the temperature at different depths and delay the charring behavior of timber. The reduction in charring rates increased with the increase of coating quantity and decreased as the fire exposure time progressed. The ratio of delayed charring for two coatings can be over 30 % in the initial stage of fire and over 20 % for 1-h standard fire exposure. This study can provide technical support for enhancing the fire resistance of timber structures using transparent coatings.
随着木结构建筑向更高更长的方向发展,迫切需要提高木结构的耐火性。考虑到木材的炭化行为对木结构的耐火性至关重要,因此通过涂抹透明防火涂料来延缓木材的炭化行为并进一步提高其耐火性是一种很有前景的方法。本研究进行了一系列火灾试验,以研究在 ISO 834 标准的小规模火灾条件下,透明防火涂料对花旗松胶合层压材(胶合木)炭化行为的影响。实验中考虑了不同的涂层类型、涂层数量、暴露在火中的时间和构件尺寸。实验结果包括未涂覆和涂覆胶合木试样的温度曲线、最高温度和炭化率,并进行了仔细记录和分析。然后,通过提出的延迟炭化比率量化了透明防火涂层的效果。最后讨论了火灾中延迟炭化的主要机理。这项研究表明,两种透明防火涂料都能有效降低不同深度的温度,延迟木材的炭化行为。随着涂料用量的增加,炭化率的降低幅度增大,而随着火灾暴露时间的延长,炭化率的降低幅度减小。在火灾初期阶段,两种涂料的延迟炭化率可达 30% 以上,在标准火灾暴露 1 小时后,延迟炭化率可达 20% 以上。这项研究可为使用透明涂料提高木结构的耐火性提供技术支持。
{"title":"Experimental investigation into the effect of transparent fireproof coatings on charring behavior of glued laminated timber exposed to fire","authors":"Xiuzhi Zheng , Minjuan He , Zheng Li , Guobiao Lou , Guo-Qiang Li","doi":"10.1016/j.firesaf.2024.104274","DOIUrl":"10.1016/j.firesaf.2024.104274","url":null,"abstract":"<div><div>As timber structures evolve towards greater heights and longer spans for buildings, there is a pressing need to enhance the fire resistance of timber structures. Considering the charring behavior of timber is crucial to the fire resistance of timber structures, it is a promising way to retard the charring behavior of timber and further enhance the fire resistance by applying transparent fireproof coatings. In this study, a series of fire tests were conducted to investigate the effect of transparent fireproof coatings on the charring behavior of Douglas fir glued laminated timber (Glulam) under small-scale ISO 834 standard fire conditions. Different coating types, coating quantities, exposed time to fire and member sizes were considered in the experiments. The experimental results including temperature profiles, maximum temperature, and charring rates for uncoated and coated Glulam specimens were carefully recorded and analyzed. Then, the effect of transparent fireproof coatings was quantified by the proposed ratio of delayed charring. The main mechanism of the delayed charring in fire was finally discussed. This study demonstrated that two transparent fireproof coatings can both effectively lower the temperature at different depths and delay the charring behavior of timber. The reduction in charring rates increased with the increase of coating quantity and decreased as the fire exposure time progressed. The ratio of delayed charring for two coatings can be over 30 % in the initial stage of fire and over 20 % for 1-h standard fire exposure. This study can provide technical support for enhancing the fire resistance of timber structures using transparent coatings.</div></div>","PeriodicalId":50445,"journal":{"name":"Fire Safety Journal","volume":"150 ","pages":"Article 104274"},"PeriodicalIF":3.4,"publicationDate":"2024-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142526793","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}