Glass breakage in fires
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...by Dr. Vytenis
Babrauskas, Fire
Science and Technology Inc.
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Background
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| The size (more technically, the heat release rate) of fires is limited by the
flow of oxygen available to it. In all except very rare circumstances, the flow
of oxygen into a room comes largely from open doors and open windows, and to a
slight extent from any mechanical ventilation systems and from building leakage.
Once a fire gets going, however, windows previously closed may crack and break
out. Or...they may not. The results will often be drastically different,
depending on whether the windows break or not. Thus, it becomes of significant
interest to be able to predict if, and when, glass may break out.
Here, an important distinction needs to be made. When a window pane of
ordinary float glass is first heated, it tends to crack when the glass reaches a
temperature of about 150 - 200ºC. The first crack initiates from one of the
edges. At that point, there is a crack running through the pane of glass, but
there is no effect on the ventilation available to the fire. For the air flows
to be affected, the glass must not only crack, but a large piece or pieces must
fall out.
Understanding the conditions under which pieces actually fall out has been of
considerable interest to many persons concerned with fire. Since the fire
ventilation openings need to be known in order for fire models to be used, glass
breakage has been of special interest to fire modelers. This has prompted a
number of theoretical and simplified studies and a few empirical ones as well.
It must be realized that there are at least two distinct types of thermal
exposure to glass that is involved in fires:
1. A window is inside a room in which a fire is taking place. The window is
being subjected to immersion heating from one side. The local gas temperature
and the radiating temperature are rather similar. There may be a gradient of
temperature and heat flux from the top down to the bottom.
2. A window is exposed to an outside fire, typically a wildland or bush fire.
In that case, there may be relatively little difference in exposure between the
top and the bottom of the window. The heating is primarily by radiation. Local
gas temperatures may be near-ambient, since flames are not directly washing
against the window and there is a convective cooling flow along the surface.
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Theoretical and experimental studies of glass
cracking in fires
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| Keski-Rahkonen [1] presented the first extensive theoretical analysis of
glass cracking in fires. He identified that temperature differences between the
exposed glass surface and the glass shielded by the edge mounting play the
dominant role in controlling cracking. His theory predicted that a temperature
difference of about 80°C between the heated glass temperature and the edge
temperature is needed to initiate cracking. Pagni and Joshi [2] extended these
ideas to include more heating physics and an expanded consideration of glass
thermal properties. They predicted 58°C as the temperature difference for crack
initiation. The difference was largely due to assuming different thermal and
mechanical properties for glass. Skelly [3] conducted a series of experiments in
an unusual small-scale fire test room. One peculiarity of his tests was that the
windows were never exposed to a vertical temperature gradient. He reported some
fall-out of glass sections, but did not provide any guidelines or tabulations to
assist in determining conditions leading to glass breaking out.
Mowrer [11] presented the latest experimental study on the subject, heating
both large-scale and small-scale specimens with a radiant panel to simulate a
wildland, external exposure. The maximum heat fluxes, which went up to 16 kW
m-2, were sufficient to cause cracking, but not breaking out of
window panes. Cracking of single-strength glass was found to occur at 4 to 5 kW
m-2. Either black or bright insect screens raised by about 21% the
heat flux needed to cause cracking. He also found that approximately 33% of the
radiation incident on a single-strength pane of glass is transmitted through it.
This information can be of use in estimating ignitions inside a building from
external radiation.
The National Research Council of Canada (NRCC) has had a program for
developing sprinkler protection for glazing. As part of that work, a few
non-sprinklered tests have been run where glass 6 mm thick tempered glass was
exposed to simulated room fire conditions, but without a sprinkler [9]. While
such glass type would only be common in commercial buildings, the results are
nonetheless of interest. Tempered glass behaves differently, in that it shatters
upon initial cracking, but the initial cracking does not occur until the glass
reaches rather high temperatures. An exposed-surface temperature of 290-380ºC
has been found to be needed, with the unexposed surface temperatures being about
100ºC lower. Such glass temperatures are normally not reached until after room
flashover has occurred. In a later study [10], NRCC examined glazing using
radiant heat exposure. Under such conditions, "plain" glass of unspecified
thickness was found to "break" when the exposed side reached 150-175ºC, with the
unexposed side being at 75-150ºC.
Shields [18] conducted a number of room fire tests using 6 mm thick float
glass and showed that first cracking does not occur until the bulk glass
temperature reaches around 110ºC. This corresponds to a heat flux of around 3 kW
m-2.
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Experiments and guidance on glass breaking out in
fires
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| The earliest guidance to be found in the literature on the question of when
glass breaks out in fires comes from the Russian researcher Roytman [4] who
notes that a room gas temperature of around 300°C is needed to lead to
glass breakage. The research base for this conclusion is unclear, however.
Hassani, Shields, and Silcock [5] conducted a series of experiments in a
half-scale fire test room using 0.9 x 1.6 m single-glazed windows where they
created a natural top-to-bottom temperature gradient in the room and in the
glass. At the time the first crack occurred in 4 or 6 mm thick glass panes, gas
temperatures in the upper layer of 323 - 467°C were recorded. By the end of
their 20 min tests, gas temperatures were at ca. 500°C. Yet in only 1 of 6 tests
was there any fall-out of glass. Temperature differences between the glass
exposed surface and the shielded portion ranged between 125°C to 146°C at the
time of crack initiation. These temperatures were about twice that predicted
from the no-vertical-gradient theories. The authors do not give the exact room
fire temperature at which the glass fall-out began in the one test where this
occurred, but this had be higher than 431°C (crack initiation) and lower than
ca. 450°C (end of test). One can put these data together, then, to conclude that
at a room gas temperature of around 450°C the probability is 1/6 for glass to
break out. Shields [18] later conducted further tests using a room with three
windows glazed with 6 mm thick panes. Glass fell out when the exposed surface
temperature reached 415 - 486ºC on the average. But there was quite a lot of
variability and individual values ranged from 278 to 615ºC at failure. It
required a heat flux of around 35 kW m-2 for fall-out to occur. In a
follow-on test series [19] it was noted that the lowest temperature of the glass
at fall-out was 447ºC.
The only probabilistically-based results concerning glass exposed
to a uniform hot temperature come from the Building Research Institute (BRI) of
Japan [6]. In that study, researchers used a large-scale high-temperature
door-leakage testing apparatus that resembles a large muffle furnace. Only
single-glazed, 3 mm thick window glass was studied. For this type of glass,
however, enough tests were run so that a probability graph could be plotted.
These researchers' results are presented in terms of a probability of glass
breaking out, as a function of temperature rise above ambient. The figure below
shows the results.
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| The Gaussian fit that can correlate this data
corresponds to a mean temperature rise of 340°C, and a standard deviation of
50°C. Thus, the BRI results are somewhere in between the two earlier values.
Double-glazed (or triple-glazed) windows can be expected to survive much
longer in a fire without breaking out. The spectral radiant absorption
characteristics of window glass are such that there is a very high transmission
within a certain wavelength region that encompasses the visible and the near
infrared parts of the spectrum. Outside of this region, glass is essentially
opaque. Thus, in a double-glazed window, the radiation transmitted through the
first pane is transmitted only in the spectral regions where the second pane
also shows nearly no absorptivity. The consequence is that the second pane is
not appreciably heated as the first pane is warming up. This behavior means that
the second pane will probably never break out in a fire of short duration, or
will break out much later in a long fire. Experimental results confirm this
reasoning. Shields, Silcock and Hassani [13] exposed two sizes of double-glazed
windows to room fires. The glass thickness was 6 mm. The room fire reached a
peak of 750ºC and no glazing fell out up to the peak. However, during the decay
part of the fire, in one of 3 tests with the larger-size window (0.8 x 1.0 m)
fall-out of the inner pane occurred at 21 min, when the temperature had dropped
to 500ºC. Glass did not ever fall out from the outer pane, nor did any fall-out
occur in the smaller (0.8 x 0.5 m) window, nor did any fall-out occur in the
other two tests. The same authors later [14] tested a room having a wall with
twelve 1.5 x 1.5 m double-glazed windows. The test record is very brief, but it
indicated that total failure of the first window occurred when the gas
temperature was at 350ºC; it is not clear what the temperatures were for the
fall-out of the subsequent windows. In another test [21] involving double-glazed windows
with 6 mm-thick panes, the authors found that a heat flux of around 70 - 110 kW m-2
was needed to cause a subtantial amount of both panes to fall out and a through-opening
to thereby be created in a 0.85 x 1.9 m high window. A smaller, 0.85 x 0.85 m window, however, broke out
its second pane a long time after the heat flux peak had been reached and the fire had
substantially decayed.
The Loss Prevention Council of the UK [12] studied room fires which were
providing fire exposure to a multi-story façade test rig. Double-glazed windows
were examined, with each pane being 6 mm thick. Using 3 MW wood crib fires, it
was found that temperatures of at least 600ºC had to be sustained for 8 - 10 min
before glass started falling out sufficiently so that fire venting would occur.
When tests were repeated using a fully-furnished office room arrangement,
however, glass broke out at 5 min after the start of fire. In that test, the
temperature was also about 600ºC at the time of failure, but occurred
immediately as the temperature was reached. Thus, the findings lead to the
conclusion that double-glazed windows using 6 mm thick glass will fail at ca.
600ºC and that, if the fuel load is significant, the failure may be expected to
occur essentially at the instant that 600ºC is first reached.
For radiant exposure, Cohen and Wilson [7] reported on an interesting series
of experiments simulating flame exposure from a wildland fire. They examined
small (0.61 x 0.61 m) and large (0.91 x 1.5 m) panes, single- and double-glazed.
They also repeated the tests with tempered glass and with double-glazed windows.
For the small windows, at their lowest heat flux, 9.3 kW m-2, all
windows cracked, but no glass fell out. Even at the highest flux of 17.7 kW
m-2 panes did not fall out. For the larger size panes, at fluxes
of 16.2 to 50.3 kW m-2, at least one out of 3 test specimens
exhibited fall-out. Tempered glass, by contrast, showed no cracking at tests up
to 29.2 kW m-2 in the larger size. The authors also did tests on
double-glazed windows, which showed better performance. In experiments with
large-size double-glazed windows (non-tempered), they found that fluxes between
20 and 30 kW m-2 were required to cause fall-out in both panes.
Harada et al. [17] tested 3 mm thick float glass (specimen size: 0.5 by 0.5
m) by subjecting them to various heat fluxes from a test furnace. Below 8 kW
m-2, no significant fallout occurred, but for a heat flux of 9 kW
m-2, in some cases 8 - 24% of the specimen area fell out. Edge
constraint did not affect the results.
Additional data are available from the NRCC study [10], where
heat-strengthened and tempered glass (unspecified thickness) was found not to
break at an irradiance of 43 kW m-2. The latter heat flux
corresponded to 350ºC on the exposed face and 300ºC on the unexposed face. Thus,
this appears to extend Cohen's data point of 29.2 kW m-2 for
non-breakage to 43 kW m-2, without actually determining the point at
which breakage and fall-out do occur.
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Other types of glass
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The published studies have dealt primarily with thin panes of annealed or
tempered soda glass. Yet, there are many other types of glass to consider. Some
very thick plate glass is used in many commercial buildings. Plate glass of 6 mm
thickness was found to shatter after a significant time (7 min) of exposure to a
radiant heat flux of 23 kW m-2 [15]; otherwise information is not
available on its performance. Automotive glass is another category which has not
been studied in a systematic way. Finally, there are various fire-resistive
glasses. The oldest category of the latter is wire glass. Nowadays, several
types of patented fire-resistive glasses also exist which are not wired glass.
These are usually multi-layered structures, generally involving some polymeric
inner layers. Fire-resistive glasses will normally be accompanied by a
laboratory report of the endurance period. Such glasses can be assumed to have
no ventilation flow until after their failure time. Plastic glazing (e.g.,
polycarbonate) is often used in transportation vehicles and school buildings. A
limited study [20] showed that about 26 kW m-2 was needed for such
glazing to fail sufficiently that holes opened up.
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Effect of window frame type
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Actual fall-out of glass from windows is also influenced by the window-frame
material. Mowrer [11] found that vinyl-frame windows tended to show a failure of
the frame (e.g., the whole assembly collapsing) before significant fall-out of
glazing. Vinyl frame failures were observed when heat fluxes came up to the
range of 8 to 16 kW m-2. By contrast, McArthur [16] found that glass
in aluminum-framed windows showed a tendency to survive longer than did glass in
conventional wood-frame windows.
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Conclusions
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| A theory exists for predicting the occurrence of the first crack in glazing,
but this is not directly relevant to fire ventilation. The above brief review of
the literature shows that it is, in fact, very difficult to predict when glass
will actually break enough to fall out in a real fire. The Russian
recommendation of 300°C appears to be a reasonable lower bound. The BRI study
can be taken to imply that 3 mm window glass will break around 340°C. For
thicker, 4-6 mm glass, the mean temperature of breakage would appear to be
around 450°C, although the difference between the thinner and the thicker glass
results seems rather larger than one would surmise. Double-glazed windows using
6 mm glass can be expected to break out at about 600ºC. Tempered-glass in not
likely to break out until after room flashover has been reached.
In terms of external fires, at a heat flux of 9 kW m-2 some
experimental results on ordinary glass showed the possibility of fallout, but
the probability of fallout does not become high until about 35 kW m-2
is reached. Double-glazed windows can resist approximately 25 kW
m-2 without fall-out. Tempered glass is able to resist fluxes of
43 kW m-2, at least under some conditions.
Factors such as window size, frame type, glass thickness, glass defects, and
vertical temperature gradient may all be expected to have an effect on glass
fall-out. Over-pressure due to gas explosions is an obvious glass failure
mechanism. Yet, normal fires do show pressure variations and these could
potentially affect the failure of glass panes. All of these factors deserve some
more study to obtain useful, quantitative guidance.
The above review has dealt only with the role of glass breakage in fire
ventilation. A number of other aspects of glass breakage are important to fire
investigators; these have been well presented by Schudel [8].
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References
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| [1] Keski-Rahkonen, O., Breaking of Window Glass Close to Fire, Fire and
Materials 12, 61-69 (1988).
[2] Pagni, P. J., and Joshi, A. A., Glass Breaking in Fires, pp. 791-802 in
Fire Safety Science-Proc. Third Intl. Symp., Elsevier Applied Science,
London (1991).
[3] Skelly, M. J., Roby, R. J., and Beyler, C. L., An Experimental
Investigation of Glass Breakage in Compartment Fires, J. Fire Protection
Engineering 3, 25-34 (1991).
[4] Roytman, M. Ya., Principles of Fire Safety Standards for Building
Construction, Construction Literature Publishing House, Moscow (1969).
English translation (TT 71-580002) from National Technical Information Service
(1975).
[5] Hassani, S. K., Shields, T. J., and Silcock, G. W., An Experimental
Investigation into the Behaviour of Glazing in Enclosure Fire, J. Applied
Fire Science 4, 303-323 (1994/5).
[6] Tanaka, T., et al., Performance-Based Fire Safety Design of a High-rise
Office Building, to be published (1998).
[7] Cohen, J. D., and Wilson, P., Current Results from Structure Ignition
Assessment Model (SIAM) Research, presented in Fire Management in the
Wildland/Urban Interface: Sharing Solutions, Kananaskis, Alberta, Canada
(2-5 October 1994).
[8] Schudel, D., Glass Fracture Analysis for Fire Investigators, Fire and
Arson Investigator 46, 28-35 (March 1996).
[9] Richardson, J. K., and Oleszkiewicz, I., Fire Tests on Window Assemblies
Protected by Automatic Sprinklers, Fire Technology 23, 115-132
(1987).
[10] Kim, A. K., and Lougheed, G. D., The Protection of Glazing Systems with
Dedicated Sprinklers, J. Fire Protection Engineering 2, 49-59
(1990).
[11] Mowrer, F. W., Window Breakage Induced by Exterior Fires, pp. 404-415 in
Proc. 2nd Intl. Conf. on Fire Research and
Engineering, Society of Fire Protection Engineers, Bethesda, MD (1998).
Also: Mowrer, F. W., Window Breakage Induced by Exterior Fires
(NIST-GCR-98-751), Natl. Inst. Stand. and Technol., Gaithersburg MD (1998).
[12] Fire Spread in Multi-Storey Buildings with Glazed Curtain Wall Facades
(LPR 11: 1999), Loss Prevention Council, Borehamwood, England (1999).
[13] Shields, T. J., Silcock, G. W. H., and Hassani, S. K. S., The Behavior
of Double Glazing in an Enclosure Fire, J. Applied Fire Science 7,
267-286 (1997/98).
[14] Shields, T. J., Silcock, G. W. H., and Hassani, S. K. S., The Behavior
of Glazing in a Large Simulated Office Block in a Multi-Story Building, J.
Applied Fire Science 7, 333-352 (1997/98).
[15] Moulen, A. W., and Grubits, W. J., Water-Curtains to Shield Glass from
Radiant Heat from Building Fires (Technical Record TR 44/153/422), Experimental
Building Station, Dept. of Housing and Construction, North Ryde, Australia
(1975). [16] McArthur, N. A., The Performance of Aluminum
Building Products in Bushfires, Fire and Materials 15,
117-125 (1991).
[17] Harada, K., Enomoto, A., Uede, K., and Wakamatsu, T., An Experimental
Study on Glass Cracking and Fallout by Radiant Heat Exposure, pp. 1063-1074 in
Fire Safety Science--Proc. 6th Intl. Symp., Intl. Assn. for Fire Safety
Science (2000).
[18] Shields, T. J., Silcock, G. W. H., and Flood, M. F., Performance of
Single Glazing Elements Exposed to Enclosure Corner Fires of Increasing
Severity, Fire and Materials 25, 123-152 (2001).
[19] Shields, T. J., Silcock, G. W. H., and Flood, M., Performance of a
Single Glazing Assembly Exposed to a Fire in the Centre of an Enclosure, Fire
and Materials 26, 61-75 (2002).
[20] Strege, S., Lattimer, B. Y., and Beyler, C., Fire Induced Failure of
Polycarbonate Windows in Railcars, pp. 269-278 in Fire and Materials
2003, Interscience Communications Ltd., London (2003).
[21] Shields, J., Silcock, G. W. H., and Flood, F., Behaviour of Double Glazing
in Corner Fires, Fire Technology 41, 37-65 (2005).
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| This article Copyright © 1996, 1997, 1998, 1999, 2000, 2001,
2002, 2003, 2005 by Vytenis Babrauskas. Revised 16 March 2005.
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