Design: Performance: Fire Modelling: Nominal Fire = Curves

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		Introduction
		Fire=20 Behaviour
		Norminal=20 Fires
		Time=20 Equivalence
		Parametric=20 Fires
		Localised=20 Fires
		External = Window=20 Fires
		Zone=20 Models
		CFD

Nominal Fires

The nominal or standard fire curves = are the=20 simplest way to represent a fire by pre-defining some=20 arbitrary temperature-time relationships, which are=20 independent on ventilation and boundary conditions.=20 Historically, they were developed for fire resistance = furnace=20 tests of building materials and elements for their=20 classification and verification. The main = disadvantages and=20 limitations of standard fires include:

The standard fires do not = represent real=20 natural fire. The differences in the heating rate, = fire=20 intensity and duration between the standard and real = fires=20 can result in different structural behaviour. For = example, a=20 short duration high temperature fire can result in = spalling=20 of concrete exposing steel reinforcement due to the = thermal=20 shock. Whereas a long duration low temperature fire = can=20 result in a higher average temperature in the = concrete=20 members resulting in a greater reduction in concrete = strength.
The standard fires do not = always=20 represent the most severe fire conditions. = Structural=20 members having been designed to standard fires may = fail to=20 survive in real fires. For example, the modern = offices tend=20 to contain large quantities of hydrocarbon fuels in=20 decoration, furniture, computers and electric = devices, in=20 forms of polymers, plastics, artificial leathers and = laminates etc. Consequently, the fire becomes more = severe=20 than the conventional standard fire.

Although there are disadvantages = and=20 limitations of assuming the nominal fire curves and = member=20 design, the simplest and most common performance-based = approaches have been developed based on the results = and=20 observations from standard fire resistance tests.

Considering, in a simplistic form, = different=20 fuel types and ventilation conditions, BSEN1991-1-2: = 2002 and=20 PD7974-1: 2003 provides the following nominal = temperature-time=20 curves:=20

* Note: = This fire=20 curve was developed so that materials such as=20 intumescent coatings which rely upon chemical = reactions=20 could be subject to a test that addressed = possible=20 concerns regarding their intumescing behaviour. = It was=20 not meant to represent a design fire scenario = (PD7974-3:=20 2003).

BSEN1991-1-2 provides three nominal = fire=20 curves as follows:
a) For standard fire,=20

(1)

b) For external fire, =

(2)

c) For hydrocarbon fire, =

(3)

where

Θ_g	is the gas temperature in the fire compartment = or=20 near the member [=B0C];
t	is the time [min].

PD7974-1 adopts the same equations = for the=20 standard and hydrocarbon fires. However, the code = provides=20 alternative fire curve for large pool hydrocarbon = fire, as=20 well as a slow growing fire, as follows:
a) For = large=20 pool hydrocarbon fire,=20

(4)

b) For smouldering fire, =

(5)

Figure=20 1 shows the various nominal fire curves for = comparison. It=20 can be seen that, over a period of 2 hours, the = hydrocarbon=20 fire is the most severe followed by the standard fire, = with=20 the external fire being the least severe fire although = the=20 slow heating fire represents the lowest temperature up = to 30=20 minutes. It is noteworthy that for standard and = smouldering=20 fires, the temperature continuously increases with = increasing=20 time. For the external fire, the temperature remains = constant=20 at 680=B0C after approximate 22 minutes. Whereas for = the=20 hydrocarbon fires, the temperatures remain constant at = 1100=B0C=20 and 1120=B0C after approximate 40 minutes.

According to the nominal fire = curves, the=20 Eurocodes provide some heat transfer parameters for = thermal=20 analysis to structural members such as convection=20 factor, emissivity of=20 fire and surface=20 emissivity of members. The structural response of = the=20 members in fire can be calculated. This =91simple=92=20 performance-based approach will generally allow more=20 economical buildings to be designed and constructed = compared=20 to those designed using the prescriptive = approach.

Design
	Introduction=20
	Requirements=20
	Methodology=20
	Prescriptive=20
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Performance
	Fire=20 Modelling
	Thermal=20 Analyses
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A.isearch_viewcache:visited { BACKGROUND-COLOR: transparent; COLOR: #6f6f6f; FONT-SIZE: 11px } TABLE.isearch_prevnext { BACKGROUND-COLOR: #f1f1f1 } TD.isearch_prevnext { COLOR: #000000; FONT-SIZE: 14px } A.isearch_prevnext:link { BACKGROUND-COLOR: transparent; COLOR: #000000 } A.isearch_prevnext:visited { BACKGROUND-COLOR: transparent; COLOR: #000000 } H2.isearch_nomatch { COLOR: red; FONT-SIZE: 16px } .isearch_highlight { FONT-WEIGHT: bold } .isearch_search { FONT-STYLE: italic } H2.isearch_cachedpage { FONT-SIZE: 16px } ------=_NextPart_000_0000_01CA9754.0F762B10 Content-Type: application/octet-stream Content-Transfer-Encoding: quoted-printable Content-Location: http://www.mace.manchester.ac.uk/project/research/structures/strucfire/javascriptfile/popupbox.js // JavaScript Document //Browser Check=20 iens6=3Ddocument.all||document.getElementById ns4=3Ddocument.layers //DEFINE CONTENT //PLACE ALL YOU BOX TITLES HERE - Just add another element to the array var titleArray =3D new Array titleArray[1]=3D"Steady-State Test" titleArray[2]=3D"Transient-State Test" titleArray[3]=3D"Transient-State Test" titleArray[5]=3D"Thermal Conductivity" titleArray[6]=3D"Thermal Expansion" titleArray[7]=3D"Specific Heat Capacity" //TitleArray in MaterialBehavior/Steel/Bolts/Background titleArray[4]=3D"Report by Kirby" titleArray[13]=3D"Article by Kirby" //Title in MaterialBehavior/Steel/StainlessSteel/StainlessSteel.php titleArray[8]=3D"Austenitic Stainless Steels" titleArray[9]=3D"Ferritic Stainless Steels" titleArray[10]=3D"Martensitic Stainless Steels" titleArray[11]=3D"Duplex Stainless Steels" titleArray[12]=3D"Precipitation Hardening Steels" //Title in MaterialBehavior/Timber/general.php titleArray[14]=3D"Glued Laminated Timber" titleArray[15]=3D"Char-line" //Title in MaterialBehavior/Masonry/general.php titleArray[16]=3D"Clay bricks" titleArray[17]=3D"Calcium silicate bricks" titleArray[18]=3D"Concrete masonry" titleArray[19]=3D"Autoclaved aerated concrete (AAC)" titleArray[20]=3D"Natural stone" //Title in MaterialBehavior/Concrete/general.php titleArray[21]=3D"Normal-weight Concrete" titleArray[22]=3D"Lightweight Concrete" titleArray[23]=3D"High-strength Concrete" //Title in DesignMethods/Performance/fireModelling/nominalFireCurves titleArray[24]=3D"Convection Factor" titleArray[25]=3D"Emissivity of Fire" titleArray[26]=3D"Surface Emissivity" //Title in Design/prescriptive/Fire Protection Systems titleArray[27]=3D"Generic Materials" titleArray[28]=3D"Sprays(cementitious or gypsum based coatings)" titleArray[29]=3D"Boards and Blankets" titleArray[30]=3D"Intumescent Coatings" //Title in Design/prescriptive/Timber Structures titleArray[31]=3D"BRE Report 128 (1988)" //PLACE ALL YOU BOX CONTENT HERE - Make sure you use a +=3D after the = first line=20 var linkArray =3D new Array linkArray[1]=3D"In steady-state tests, before any load is applied, the = specimen is heated up to a specified" linkArray[1]+=3D" temperature. After having reached the thermal = equilibrium, the specimen is then strained at" linkArray[1]+=3D" a uniform rate while the corresponding stress is = recorded as a function of extension." linkArray[1]+=3D" Steady-state tests generally give higher strength for = a material than transient-state tests." linkArray[2]=3D"In transient-state tests, the load is applied on the = specimen before heating and it is" linkArray[2]+=3D" maintained constant while the temperature of the = specimen is increased at a given rate." linkArray[2]+=3D" The changes in gauge length are constantly recorded by = means of high temperature" linkArray[2]+=3D" extensometers. For concrete, it is the only way to = obtain the transient strain." linkArray[3]=3D"You can provide text along with the links to either = describe a link or say something" linkArray[3]+=3D" interesting about a site. You can change the color of = the text that you add.
" linkArray[3]+=3D"=95 Sun = Download Center
" linkArray[5]=3D"The heat flow per unit area per unit time when the = temperature" linkArray[5]+=3D" decrease by one degree in unit distance." linkArray[6]=3D"The expansion related to the increase in temperature. = Thermal expansion" linkArray[6]+=3D" is measured in terms of the coefficient of thermal = expansion which is" linkArray[6]+=3D" defined as the change in length per unit length for = unit increase in temperature." linkArray[7]=3D"The heat required to raise unit mass of the material by = one" linkArray[7]+=3D" degree of temperature." //Content Array in MaterialBehavior/Steel/Bolts/Background linkArray[4]=3D"Kirby, B. R. (1992). \"The Behavior of High Strength = Grade 8.8 Bolts in Fire.\" BRITISH STEEL TECHNICAL (Swinden = Laboratories) Report No. SL/HED/R/S1792/1/92/D
" linkArray[4]+=3D" Click to the report in PDF format (983KB)." linkArray[13]=3D"Kirby, B. R. (1995). \"The Behavior of High Strength = Grade 8.8 Bolts in Fire. \" J. Construct. Steel Research, 33, = pp3-38." //Content in MaterialBehavior/Steel/StainlessSteel/StainlessSteel.php linkArray[8]=3D"They have an austenitic microstructure at room = temperature and normally contain " linkArray[8]+=3D" relatively high amounts of nickel(Ni). These are the = most commonly used stainless" linkArray[8]+=3D" steels due to high ductility, good corrosion = resistance, good formability and weldability" linkArray[8]+=3D" (NiDI 1994)." linkArray[9]=3D"They have a ferritic microstructure and contain = relatively little nickel." linkArray[9]+=3D" Ductility, strength, corrosion resistance, formability = and weldability are" linkArray[9]+=3D" not as good as those of austenitic stainless steels = (NiDI 1994)." linkArray[10]=3D"They are magnetic, iron/chromium steels which are = ferritic in the annealed" linkArray[10]+=3D" condition, but become martensitic when cooled rapidly = from the above critical" linkArray[10]+=3D" range. They are unsuitable for most building = applications due to low corrosion" linkArray[10]+=3D" resistance (BRE Digest 349)." linkArray[11]=3D"They have a mixed microstructure and combine the best = of the properties of the" linkArray[11]+=3D" austenitic and ferritic groups. Compared to = austenitic group, they have higher" linkArray[11]+=3D" mechanical strengths, similar weldability, lower = formability and similar or" linkArray[11]+=3D" higher corrosion resistance (NiDI 1994)." linkArray[12]=3D"They offer the highest strengths through suitable heat = treatments. They are" linkArray[12]+=3D" not normally used in welded fabrications (NiDI = 1994)." //Content in MaterialBehavior/Timber/general.php linkArray[14]=3D"Structural timber members manufactured by bonding = together several timber laminations" linkArray[14]+=3D" with the grain running essentially parallel. The most = common adhesives are based on" linkArray[14]+=3D" resorcinol, melamine urea or casein. There are two = types of laminated timber: homogenous and" linkArray[14]+=3D" combined. The former comprised the same grade and = species of laminations, while the latter" linkArray[14]+=3D" comprises inner and outer laminations of different = grades and species." linkArray[15]=3D"Border line betwween the char-layer and the residual = cross section." //Content in MaterialBehavior/Masonry/general.php linkArray[16]=3D"They are made of fired clay and have a wide range of = colours and textures. The method of forming," linkArray[16]+=3D" i.e. by moulding or extruding, decides whether the = bricks are frogged or perforated. Most bricks are" linkArray[16]+=3D" made to a standard size (65×102.5×215mm) = although non-standard sizes can be made." linkArray[16]+=3D" The appearance and strength of clay masonry are = considerable influenced by the original clay. The" linkArray[16]+=3D" following varieties of clay bricks are available: 1) = Facing bricks: Specially made to give attractive" linkArray[16]+=3D" appearance when used without rendering or other = surface treatment of the wall. 2) Engineering bricks: " linkArray[16]+=3D" May not look too good, but have a minimum guaranteed = compressive strength." linkArray[17]=3D"They consist basically of a mixture of sand or flint = mix with lime, which is mechanically pressed together" linkArray[17]+=3D" and combined by the action of steam under pressure." linkArray[18]=3D"It is manufactured from pressed, cast or extruded = aggregate concrete. They are available in solid or hollow" linkArray[18]+=3D" rectangular prisms. Special lightweight aggregates = are often used to improved insulation properties." linkArray[19]=3D"It, also named as aircrete in UK, is a low density = material made principally from a formed, fine-grain" linkArray[19]+=3D" siliceous material bonded together with calcium = silicate. AAC masonry units are generally manufactured" linkArray[19]+=3D" as solid rectangular prisms usually in the form of = blocks 215mm high, between 50 and 350mm thick and " linkArray[19]+=3D" between 440 and 630mm long." linkArray[20]=3D"It is relatively expensive building material. Its = appearance and strength are very variable. There are no" linkArray[20]+=3D" standard sizes and many forms can be used, ranging = from rough random cobbles to finely sawn blocks." //Content Array in MaterialBehavior/Concrete/general.php linkArray[21]=3D"can be composed of either siliceous aggregate or = calcareous aggregate. The aggregates are normally excavated" linkArray[21]+=3D" from gravel pit, quarries and sandpits. Siliceous = aggregate concretes (e.g. gravel, granite and crushed natural" linkArray[21]+=3D" stones except limestone) expand considerably at high = temperatures and have a high tendency to spall under fire" linkArray[21]+=3D" attack. On the other hand, calcareous aggregate = concretes (e.g. limestone) have a lower thermal conductivity and" linkArray[21]+=3D" are less likely to spall than siliceous aggregate = concrete." linkArray[22]=3D"is usually made with normal cement with some form of = lightweight aggregate such as pumice, expanded clays, shales," linkArray[22]+=3D" waste products, etc. Many lightweight aggregates are = manufactured at high temperatures, so they remain very stable" linkArray[22]+=3D" during fire events. Compared to dense aggregates, = lightweight concretes have a lower thermal conductivity and coefficient" linkArray[22]+=3D" of thermal expansion, and a better physical = compatibility with the cement paste. As a result, lightweight concrete = has a" linkArray[22]+=3D" higher strength retention compared to normal weight = concrete at elevated temperatures." linkArray[23]=3D"is mainly achieved by using a low water-cement ratio = through adding water-reducing mixtures, such as fly ash, slag and" linkArray[23]+=3D" superplaticizers, or by adding the state-of-the-art = additives such as silica fume to enhance the strength and durability." linkArray[23]+=3D" Either normal-weight or lightweight aggregates may = be used. However, the strength of aggregate is a limiting factor that" linkArray[23]+=3D" should be considered in the concrete mix design, = along with water-cement ratio." //Content in DesignMethods/Performance/fireModelling/nominalFireCurves linkArray[24]=3D"Convective heat flux to the member related to the = difference between the bulk temperature of gas bordering the relevant = surface of the member and the temperature of that surface." linkArray[25]=3D"The amount of radiative heat the fire emits relative to = the radiative heat emitted by a perfect black body at the same = temperature." linkArray[26]=3D"The ratio between the radiative heat absorbed by a = given surface and that of a black body surface. Equal to heat absorptive = ability of a surface." //Content in Design/prescriptive/Fire Protection Systems linkArray[27]=3D"The generic materials comprise concrete, brick or = block, gypsum plaster and certain types of plasterboard. These methods = of protection are well established." linkArray[28]=3D"Sprays are normally applied in situ as profile = protection and can be easily applied to complex structural steel detail. = The cement or gypsum based materials may contain mineral fibre, = expanded vermiculite, expanded perlite, other lightweight aggregates or = fillers. The coatings are often susceptible to mechanical damage = (SCI-P197)." linkArray[29]=3D"Hard boards and flexible blankets are installed in situ = as either profile or boxed fire protection. The base materials include = ceramic fibres, calcium silicate, rock fibre, gypsum and vermiculite. = Most are only suitable for interior use and have limited external = exposure. Hard boards are vulnerable to impact damage (SCI-P197)." linkArray[30]=3D"The coatings can be in forms of thin and thick film. = When exposed to fire, the coatings will swell to many times their = original thickness with the resultant char insulating the underlying = steel substrate. Most coatings are applied in situ and are suitable for = interior/exterior exposure. However, the use of off-site application is = increasing. The coating systems offer reasonable resistance to = mechanical damage and any damage can be easily repaired (SCI-P197)." //Content in Design/prescriptive/Timber Structures linkArray[31]=3D"The tabulated data provided in the BRE Report 128 = (1988) are based on BS5628-4.2, but presented in a different manner." //END DEFINE CONTENT //GLOBAL VARIABLES var thename var theobj var thetext var winHeight var winWidth var boxPosition var headerColor var tableColor var timerID var seconds=3D0 var x=3D0 var y=3D0 var offsetx =3D 2 var offsety =3D 2 //END GLOBAL VARIABLES if(ns4) { document.captureEvents(Event.MOUSEMOVE) } document.onmousemove=3DgetXY //GLOBAL FUNCTIONS function buildText(value,tcolor,bcolor) { // CHANGE EACH ARRAY ELEMENT BELOW TO YOUR OWN CONTENT. MAKE SURE TO USE = SINGLE QUOTES INSIDE DOUBLE //QUOTES. text=3D"" text+=3D"" text+=3D"

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