Review of large-scale fire tests on cross-laminated timber

2021 ◽  
pp. 073490412110344
Author(s):  
Gerard Ronquillo ◽  
Danny Hopkin ◽  
Michael Spearpoint

Concerns about the environmental impact of building construction is leading to timber being more commonly used. However, it often faces scepticism regarding its safety in the event of fire. This article provides a point of reference on the fire performance of cross-laminated timber through a review of large-scale tests. Although adequately protecting CLT can make its contribution to fire insignificant, some of the internal surface of an enclosure can be exposed whilst still achieving adequate fire performance. Natural fire tests show that the charring rate and zero-strength layer thickness are higher than commonly used in guidance documents. The type of adhesive used to bond lamellae influences performance where delamination can lead to secondary flashovers, particularly in smaller enclosures. Structural elements can potentially collapse without self-extinction and/or suppression intervention. Tests to date have focussed on a residential context and knowledge gaps remain regarding larger enclosures, such as office-type buildings.

2017 ◽  
Vol 91 ◽  
pp. 327-335 ◽  
Author(s):  
Richard Emberley ◽  
Carmen Gorska Putynska ◽  
Aaron Bolanos ◽  
Andrea Lucherini ◽  
Angela Solarte ◽  
...  

2010 ◽  
Vol 45 (3) ◽  
pp. 168-182 ◽  
Author(s):  
Tom Lennon ◽  
Danny Hopkin ◽  
Jamal El-Rimawi ◽  
Vadim Silberschmidt

2018 ◽  
Vol 9 (4) ◽  
pp. 300-318 ◽  
Author(s):  
Oliver Bahr

Purpose The purpose of this study is to gain a deeper understanding of the structural behaviour of fire-exposed unbraced composite frames. Designers to date paid little attention to unbraced one-bay composite frames as structural system. There are two main reasons for this. First, codes lack simplified methods for the fire design of these frames due to their sway and the linked P-Δ effects when subjected to fire, which complicates the design. Second, it is demanding to construct external composite joints for the regarded one-bay frames. Thus, external joints in composite constructions are mostly constructed as steel joints. Nevertheless, these frames offer advantages. These include increased usable space and flexibility in the building’s use, large spans, fast construction times and inherent fire resistance. Design/methodology/approach To profit from these benefits, two different external semi-rigid composite joint were developed for the considered one-bay composite frames. The first solution based on concrete-filled steel tube columns and the second on concrete-filled double skin tube columns. Furthermore, a numerical model was established to study the fire performance of unbraced composite frames. The model was validated against four fire tests on isolated composite joints and two large-scale fire tests on unbraced composite frames. Findings Overall, the predictions of the numerical model were in good agreement with the test results. Thus, the numerical model is appropriate for further investigations on the fire performance of unbraced composite frames. Originality/value The sequence of construction results in significant stresses in the steel section, which creates difficulties in numerical modelling and may account for the relatively few studies carried out at room temperature. For the fire design, there was, to the best knowledge of the author, to date no numerical model available that was capable of considering the sequence of construction.


2011 ◽  
Vol 243-249 ◽  
pp. 6976-6983
Author(s):  
Zhi Rong Niu ◽  
Zhen Li Huang

The current domestic exterior insulation system fire incidents are frequent. The study of exterior insulation system fire performance gets more and more relevant national authorities and insiders' attention. Based on two sides wall exterior insulation system as the research object, fire prevention experimental research method of insulation system and the insulation system temperature spread rule are expounded. Reveals the insulation system burning speed and scope of the fire from spreading under the action of the fire. The temperature and temperature field change regularity and insulation system of damaged situation after combustion are compared, and structural measures to improve the insulation system fire performance role is drawn.


2012 ◽  
Vol 517 ◽  
pp. 13-19 ◽  
Author(s):  
P. Ohayon ◽  
Khosrow Ghavami

The results of many successfully realized Research and Development (R&D) concerned with non-conventional materials and technologies (NOCMAT) in developing countries including Brazil have not been used in large scale in practice. This is due to the lack of selection and evaluation criteria and concepts from planning and designing to implementation programs by governmental agencies and private organizations concerned with the newly developed sustainable materials and technologies. The problems of selecting and evaluating R&D innovation outputs and impacts for construction are complex and need scientific and systematic studies in order to avoid the social and environmental mistakes occurred in industrialized countries after the Second World War. This paper presents a logical framework for the implementation of pertinent indicators to be used as a tool in R&D of NOCMAT projects selection and evaluation concerned with materials, structural elements and technologies of bamboo and composites reinforced with vegetable fibers. Indicators, related to the efficiency, effectiveness, impact, relevance and sustainability of such projects are considered and discussed.


2011 ◽  
Vol 46 (8) ◽  
pp. 528-542 ◽  
Author(s):  
D.J. Hopkin ◽  
T. Lennon ◽  
J. El-Rimawi ◽  
V. Silberschmidt
Keyword(s):  

2011 ◽  
Vol 31 (1) ◽  
pp. 1-22 ◽  
Author(s):  
Hideki Yoshioka ◽  
Yoshifumi Ohmiya ◽  
Masaki Noaki ◽  
Masashi Yoshida
Keyword(s):  

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