RoofViews

Building Science

The Physics of Thermal Inertia in Low-Slope Roof Design

By Thomas J Taylor

January 13, 2021

Commercial building with a masonry facade

What are the key material properties?

In a previous article the use of thermal inertia to slow down heat flux through a roof assembly was discussed. In buildings where air conditioning costs dominate and heating use is relatively low, higher thermal inertia assemblies can potentially improve energy efficiency. This is particularly the case of buildings such as offices that are only occupied during daylight hours. Thermal inertia could delay the transmission of heat into a building towards the end of the day, increasing thermal comfort and allowing facility managers to reduce cooling during the day.

While the previous article provided an introduction to thermal inertia and its potential benefits, it didn't discuss the origin of the property. Also, the related but different terms, thermal inertia and thermal mass, were used somewhat interchangeably.

This article describes the material properties that contribute to thermal inertia and provides a basis for material selection when increased thermal inertia is a goal.

Introduction

A building enclosure with high thermal inertia will slow down the transmission of heat. This effect has traditionally been used in the Mediterranean and other temperate climates to improve thermal comfort during the summer. As the building exterior surface heated up during the early afternoon period, high thermal inertia reduced the heat transmission into the interior. This was advantageous in the days before air conditioning. Today, designing with higher thermal inertia, as described in part one of this series, could improve energy efficiency in certain situations:

  • Buildings located in areas where energy costs are dominated by air conditioning.
  • Buildings only used during the day and not on a 24 hour basis. Thermal inertia can push heat loads into the evening, allowing for either temperature settings to be raised or HVAC fans speeds to be reduced.
  • For high thermal inertia within the roof assembly to have a significant effect, low to moderate rise buildings with larger footprints would be best.

Thermal Inertia Effects

There are two key characteristics of thermal inertia; the decrement factor and time delay, both of which can be readily modeled and experimentally verified. A schematic showing these is shown below:

The time delay is calculated as:

Φ = t[Tout(max)] - t[Tin(max)]

Where t[Tout(max)] and t[Tin(max)] are the time of day when the inside and outside surface temperatures reach maximum. The decrement factor, DF, is calculated from:

DF = (Tin(max) – Tin(min)) / (Tout(max) – Tout(min))

  • The time delay and decrement factor could be used by building designers and operators to better optimize thermostat specification, HVAC use, and temperature schedules. As noted earlier, a large time delay could significantly reduce daily AC cooling demands for office buildings.
  • Larger decrement factors can improve occupants' thermal comfort. Temperature swings are reduced, which in turn reduces HVAC cycling.
  • Importantly, high thermal inertia will not reduce the energy reaching the interior, it only delays the transmission. This can make increased thermal inertia part of a strategy to improve energy efficiency in buildings occupied during the day but not necessarily for those occupied on a 24-hour basis.

Roof Configurations and Thermal Properties

Building designers and construction professionals are familiar with the property of thermal resistance, which is a measure of the extent to which a material blocks or resists heat transfer. It is expressed as R-value or U-value, which are numerical descriptions of the extent to which a material can resist heat flow.

However, there is far less familiarity with the time delay of heat transfer, or the extent to which a material slows down or delays heat transfer. As will be seen, a material can have low thermal resistance but still delay heat transfer. This is the crux of the underlying properties "thermal diffusivity", "thermal mass" and "thermal inertia".

Fundamental Thermo-Physical Properties

There are three fundamental thermo-physical properties of materials that are the components of thermal diffusivity, thermal inertia, and thermal mass. These are thermal conductivity, density, and specific heat capacity.

Thermal Conductivity

Building design professionals are very familiar with thermal conductivity, k, measured as watts per meter per Kelvin (W/(m.K)). It is normally used to characterize individual materials, for example polyiso foam, and is a measure of the heat flow through a material when a temperature gradient of 1K (i.e 1°C) is applied.

A related term, the u-factor, is used to describe the thermal conductivity of a system. This could be a window, i.e. a combination of glass, air space, and frame etc.

Thermal conductivity is measured when heat flow has equilibrated and it doesn't include any time delay.

Density

Density is a measure of the mass per unit volume, ρ=m/v. While this is straightforward for most materials, products such as polyiso can be harder to define. There are the facers and a small density gradient within the foam. Later, as values are listed, the facers will be ignored and the foam's density considered as an average.

Specific Heat Capacity

Specific heat capacity is defined as the amount of heat required to raise the temperature of 1 kilogram of a substance by 1 kelvin, or Cp = J/(kg.K). It is worth considering the simple diagram above, showing the measurement of thermal conductivity. At the onset, heat flow through the material is delayed by its specific heat capacity. It takes energy to raise its temperature, an action required before heat can then transmit.

Derived Thermo-Physical Properties

As noted, the fundamental properties described earlier are all measured at equilibrium and do not include any time lag or delay. For that, the following derived properties need to be considered.

Thermal Diffusivity

Thermal diffusivity is a measure of the rate at which a temperature propagates from one point to another point in a material. It's the rate of transfer of heat from a hot side to a cold side and is calculated as:

In a substance with high thermal diffusivity, heat moves rapidly through it because the substance conducts heat quickly relative to its volumetric heat capacity or 'thermal bulk'. In a sense, thermal diffusivity is what is meant when the topic of thermal inertia is discussed casually.

Thermal Inertia

Thermal inertia is the slowness with which the temperature of a material approaches that of its surroundings. It is a product of thermal conductivity, density, and specific heat capacity. From a building enclosure perspective, it could be considered as the rate at which the interior surface can supply heat into the interior, assuming a temperate climate.

It is arguable that thermal inertia is not the best property to use to characterize a building enclosure component in terms of thermal lag.

Thermal Mass

It is often broadly thought that thermal mass is essentially equivalent to gravimetric mass. Conceptually, this gives rise to the view that the more massive a construction the better. However, consider two blocks - one of steel and one of concrete - each having the same gravimetric mass. The two materials have different specific heat capacities and are not equivalent in terms of thermal properties. In addition, steel has a significantly higher thermal conductivity versus concrete.

Thermal mass is a property of a material that enables it to store heat and is the product of density and specific heat capacity:

Importantly, thermal mass doesn't fully describe thermal lag. High thermal mass would change the decrement factor, dampening out heat transmission but is only indirectly linked to thermal delay.

Roof Component Thermal Properties

Two deck types are predominant in North American construction of big-box type architecture; steel and concrete. Two possible idealized roof assemblies are shown below, based on the two roof deck types:

  • Both systems have most roof assembly layers adhered. The steel deck system has a first layer of mechanically attached gypsum board to act as a substrate for the adhered first layer of polyiso.
  • Thermal bridging is either minimal in the steel deck based system or absent in the concrete deck system (ignoring any real world penetrations).
  • The first layer of gypsum board in the steel deck case could be used as a substrate for a vapor retarder.

The membrane, adhesive layers, and steel deck are relatively thin and have no significant insulating properties. The following table shows the fundamental and derived thermo-physical properties of the other components:

thermal inertia chart

  • Polyiso and HD Polyiso specific heat values are estimates.
  • Concrete properties are very dependent on aggregate type and moisture level. Data shown represents average values for dry concrete.

Unsurprisingly, the data shows that concrete has significantly higher thermal mass and inertia versus the other materials compared in the table. As discussed in the first part of this series, insulation is best placed closest to the building exterior, and thermally massive materials placed closest to the interior. The southeast region tends to use concrete decks more than many other regions of the US, largely for improving the strength of the roof deck. This could also mean that, especially for those buildings occupied only during the day, such as offices, schools, and the like, have better opportunity for energy-efficiency benefits with well-designed roof insulation systems.

Conclusions

  • Thermal property data could be used in modeling exercises to better understand how to design and optimize energy-efficient buildings.
  • Clearly, concrete has a far higher thermal mass and inertia than other materials commonly used in roof assemblies.
  • Very lightweight concrete and gypsum board have very similar thermal mass, thermal inertia, and density, but have notably different properties for thermal diffusivity and conductivity.

Thermal property data is fundamental to the materials used in low slope roof assemblies. However, it needs to be converted into values specific for the thickness and weight of actual roof products. That will be a topic for the next part of this series.

Sources Used

  1. Verbeke, S., Thermal inertia in dwellings. Quantifying the relative effects of building thermal mass on energy use and overheating risk in a temperate climate. PhD Thesis, University of Antwerp, 2017.
  2. Balaji, N. C., Mani, M., and Venkatarama, R. B. V., Thermal performance of building walls. 1st IBPSA Italy Conference, Building Simulation, 2013, pp. 151 – 159.

About the Author

Thomas J Taylor, PhD is the Building & Roofing Science Advisor for GAF. Tom has over 20 year’s experience in the building products industry, all working for manufacturing organizations. He received his PhD in chemistry from the University of Salford, England, and holds approximately 35 patents. Tom’s main focus at GAF is roofing system design and building energy use reduction. Under Tom’s guidance GAF has developed TPO with unmatched weathering resistance.

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By Authors Thomas J Taylor

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Building Science

Designing with Polyiso

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Within the insulation layer the temperature has a gradient between the hot and cold side, i.e. between inside and outside.As an example, consider a building in the winter to illustrate the point. The interior is 70 °F with 40% RH, like the example on the chart above. The temperature gradually drops from the innermost part of the insulation until at the outermost part it will be at the exterior, cold temperature. The plotting of temperature through the insulation thickness is referred to as the temperature gradient of that system. Using the example, if the temperature gets to the dew point of 45°F at any point in that system then water would be expected to condense on the nearest surface. This is shown in the following diagram:Summarizing, in this example the interior air has 40% of the total water vapor that it can support. But as the air migrates up through the roof system, it gets cooler until the point where it can no longer hold onto the water vapor and condensation occurs. 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The risk of having a condensation issue is low and good roofing practices such as sealing around penetrations may likely suffice.2. Buildings with Larger Amounts of Occupancy-Generated MoistureThis category includes apartments and other multiple residency buildings, paper mills, laundries, buildings with indoor swimming pools, and the like. In fact, anything that doesn't fit into category 1 above should be evaluated to determine humidity levels. The building's air handling and ventilation systems should be carefully specified to take into account the moisture loading.3. Construction–Related MoistureMost construction practices release some amount of moisture into the building space. These can be relatively short term such as drywall installation and painting. However, some practices can release large amounts of water over a considerable time frame into the building. These include poured in place concrete floors and roof decks.4. Concrete Roof DecksThese can present a challenge for roof system designers especially in new construction. Regardless of the type of concrete, significant amounts of water remain after curing is completed. Allowing concrete to thoroughly dry is most appropriate; however, it is often reasonably impractical. Dealing with potential moisture in concrete decks is beyond the scope of this article, but guidance can be found elsewhere.It is recommended that a building science professional experienced in designs for Categories 2, 3, and 4 be involved to determine whether a vapor retarder should be used and what type.Specification of R-ValuePolyiso is manufactured to meet the ASTM C1289 Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. ASTM C1289 specifies the thermal resistance at a mean temperature of 75°F for various product thicknesses and requires that the values at 40 and 110°F be made available upon request.Important features of manufacturer's published R-values are:The values are an average across a temperature range. The test methods need the insulation specimen to have a hot and a cold side at least 40°F apart. Most reputable test labs use a difference of 50°F for accuracy. A published value at 75°F is actually an average R-value across the range of 50 to 100°F.To take into account the diffusion of gas out of, and air into the polyiso foam, the values are based on projected "Long Term Thermal Resistance" or LTTR, obtained by rapidly aging thin slices of the foam.The Polyisocyanurate Insulation Manufacturers Association, PIMA, conducts a third-party certification program to independently validate LTTR values. This is referred to as the PIMA QualityMark™ program. The LTTR values are considered as "labelled R-values" to be used by building design professionals.Label R-values represent a 15-year time-weighted average value. They can help a design professional estimate a building's energy efficiency without having to be concerned about long-term loss of performance, which is already factored into the value.Building design professionals designing roofs for ASHRAE climate zones 6 and 7 may need to use the R-value reported for a mean temperature of 40°F.Attachment PatternsThe various fastener patterns for polyiso have been mentioned in the previous sections. However, due to the impact of fasteners on thermal bridging and wind uplift resistance, the key points are summarized here:For systems that have both mechanically attached membrane and insulation, the membrane attachment provides the wind uplift resistance. The polyiso insulation fasteners are simply there to hold the insulation flat during the roof installation and to resist long term lateral movement.Typical fastener patterns are shown here:For systems with adhered single-ply membrane and mechanically attached polyiso boards, the insulation fasteners provide the wind uplift load resistance. This is the case whether both layers of polyiso are mechanically attached or only the bottom layer (in which case the upper layer would be adhered).Manufacturers have tested the fasteners per board required to meet wind uplift resistance requirements for these combined mechanically attached and adhered systems. The number of fasteners needed depends on the board size and thickness. For common systems, the numbers are shown in the table below:For each of these combinations above, manufacturers' handbooks provide fastener patterns.The number of fasteners for these combined mechanically attached and adhered systems is very large, for example a 125,000 s.f. big box type roof could require around 50,000 fasteners, resulting in significant thermal bridging.When installing over a steel deck, to reduce thermal bridging and to make for a more robust system with reduced condensation risk, it is advisable to only attach the first layer of polyiso and to adhere all subsequent layers and the membrane.If the first layer of polyiso is attached and the rest of the system adhered, then using a 1.5" thickness for that first layer would help to bury the thermal bridging fasteners. It could also put the dividing line between first and second polyiso layers below the dew point, which is advisable.ConclusionsPolyiso is a cost-effective roof insulation and has the advantage that its permeability is low. Good design and installation practices can result in low risks of condensation even for buildings with higher than normal humidity levels.When designed correctly, mechanically attached components with two layers of polyiso having staggered and offset joints can be part of a successful roof system.Adhered insulation and membrane roof systems have advantages including reduced or eliminated thermal bridging, lowered condensation risks, and better wind uplift resistance.In cases where building use anticipates higher interior humidity levels and/or the local climate suggests higher condensation risk, then a building science professional should be consulted as to vapor retarder use and specification.Building designers and specifiers are advised to use the labelled R-values shown for a mean temperature of 75°F. For projects in ASHRAE climate zones 5 and 6, values at 40°F could be used depending on the building's geometry and local energy costs.

By Authors Thomas J Taylor

March 17, 2021

modern glass building
Building Science

Optimizing Thermal Resistance and Inertia in Low-Slope Roof Design

Can Energy Efficiency be Further Improved? The energy efficiency of a building's enclosure is generally analyzed in terms of thermal resistance. This is a static property and doesn't take into account the time of day and the effects of thermal mass. This article shows how adding thermal mass to a roof assembly might offer a way to improve energy efficiency, especially for buildings only occupied during daylight hours such as offices and schools. In addition, thermal mass could help reduce electric grid demand swings. Introduction Building codes continue to improve energy efficiency requirements with a long term goal of realizing net-zero energy buildings. Standard practice in designing buildings generally only considers the thermal resistance of the building enclosure because of its simplicity. Conceptually, thermal resistance is readily understood, measured, and its effects easily calculated. However, thermal resistance is a steady-state property yet the thermal performance of building enclosures is also impacted by thermal mass and other related properties. Thermal mass affects the dynamic flow of heat into or out of buildings. While important, thermal mass has not received as much attention as thermal resistance in roofing. In the first part of this series the use of thermal mass to slow down heat flux through a roof assembly was discussed. In buildings where air conditioning costs dominate and heating use is relatively low, higher thermal mass assemblies can potentially improve energy efficiency. This is particularly the case of buildings such as offices that are only occupied during daylight hours. Thermal mass could delay the transmission of heat into a building towards the end of the day, increasing thermal comfort and allowing facility managers to reduce cooling demand during working hours. In the second part of this series the physical properties that contribute to thermal mass were described. The key property values for common roofing materials were listed. This article shows how thermal mass can significantly affect heat flow through some example roof assemblies. Background In any roof assembly, the amount of thermal energy entering a building is reduced and delayed as shown below: Conventional building enclosure design normally considers only thermal resistance and not the potential delaying effect of thermal mass. There are several key characteristics of thermal mass; time delay and the decrement factor. The time delay is calculated as: Where t[Tout(max)] and t[Tin(max)] are the times of day when the inside and outside surface temperatures reach maximum. Time delay could be important for buildings that are only occupied during the day, such as offices. The time delay caused by a building's enclosure could be why some offices become uncomfortably hot during the late afternoon, as the HVAC system fails to compensate for the heat flow into the interior space. The decrement factor, DF, is calculated as: The DF is a measure of the dampening effect of the building enclosure on external temperature swings. Finally, in any real-world situation, there is the dynamic effect of exterior temperature swings which lead to a "periodic thermal transmittance". If the periodic thermal transmittance is low, there will be a reduction in the impact of outside thermal load. The key physical properties for some common roof assembly components are shown below (derivation of these values was explained in part two of this series): Calculating Thermal Mass Effects in Roof Assemblies Calculation of the effects of thermal mass has been described in the international standard ISO 13786. A validated tool from HT Flux was been used to perform the calculations for four roof assemblies: System 1 is a well-insulated assembly often found over steel decks (R-value of approximately 34). System 2 is included for comparison, having no additional thermal resistance above that of the concrete deck. System 3 is for a combination of polyiso insulation over a lightweight structural concrete deck. System 4 represents an example of a high performance roof assembly. The gypsum board is used as a possible base for a vapor retarder. The HD polyiso would provide for improved impact resistance. Peak Temperature Time Delay The table shows the time delay between the peak external temperature and the internal peak temperature. System 1, based on polyiso over a steel deck, has a time delay of 1.64 hours. This potentially explains why the top floors of buildings become warmer during mid-afternoon periods in the summer. The external temperature will peak between noon and 1pm when the sun is overhead. However, the heat flux into the building is delayed until 2 to 4 pm. A structural lightweight concrete roof with no added insulation, System 2, is projected to delay the peak internal temperature by 4.24 hours. However, a combination of lightweight structural concrete deck with polyiso delays that peak temperature by over 8 hours (System 3). This would mean that, for an office building, the peak heat flux into the building would be delayed until after normal working hours. A high performance roof assembly over a steel deck, System 4, delays the peak temperature by 2.60 hours. Such an assembly is optimized for impact resistance and includes a gypsum board as a substrate for a vapor retarder. This time delay would still result in the peak heat flux into the building being during working hours for a building occupied only during the day. Periodic Thermal Transmittance System 3, consisting of a structural lightweight concrete deck, polyiso, and TPO membrane has the lowest periodic transmittance of 0.048 W/m2K. This means that System 3 not only has a large time delay in peak heat flux, but that the amount of energy entering the building through the roof would be lower. The polyiso insulation helps resist the heat flux and the lightweight structural concrete has a high density so that it absorbs what heat does come through the polyiso. This would have the effect of significantly dampening the effect of exterior temperature swings and increasing occupant comfort. For buildings such as offices, schools, and any other building occupied only during daytimes, the combination of high thermal resistance and thermal mass could have a significant advantage. The combination of a large time delay and low periodic thermal transmittance for System 3 would lower the thermal demand on air conditioning units and also reduce temperature swings within the building. This would improve comfort for occupants as well as reducing HVAC cycling. (Of course, energy cost savings are not guaranteed and the amount of savings may vary based on climate zone, utility rates, radiative properties of roofing products, insulation levels, HVAC equipment efficiency and other factors.) A further benefit of adding thermal mass to roof assemblies could be that, by delaying heat transmission into a building, peak demands on the electric grid might be reduced. Typically, air conditioning demand results in large grid loads during afternoon hours during summer periods. By delaying heat flux into buildings it might be possible to not only smooth out interior temperature swings but also swings in electrical demand on the grid. Conclusions The thermal property data shown here could be used in modeling exercises to better understand how to design and optimize energy-efficient buildings. Clearly, lightweight structural concrete has a far higher thermal mass than other materials commonly used in roof assemblies. Conventional roof assembly design normally only considers thermal resistance. However, for further improvements in energy efficiency, it could be worthwhile to consider thermal mass, particularly for buildings only occupied during the daytime. (Of course, whether a particular roof design is suitable for a given project depends upon a number of factors that must be evaluated and prioritized by the design professional.) While this article suggests that including thermal mass into a building enclosure could bring benefits, it should be noted that there are other factors that were not taken into account here. These include realistic weather conditions, occupant's interactions, and a building's overall geometry. Thanks to Martha VanGeem (www.vangeemconsulting.com) for commenting on an earlier draft of this article. Martha is a notable authority on the topic of using thermal mass in construction to both improve energy efficiency and dampen electrical grid demand. Sources Used Perino, M. and Serra, V., Switching from static to adaptable building envelopes; a paradigm shift for the energy efficiency in buildings. J. Façade Des. Eng., 2015, 3(2), pp. 143-163. Stazi, F., Bonfigli, E., Tomassoni, E., Di Perna, C., and Munafò, P. The effect of high thermal insulation on high thermal mass: is the dynamic behavior of traditional envelopes in Mediterranean climates still permissible? Energy Build. 2015, 88, pp. 367-383. VanGeem, M. G., Holm, T. A., and Ries, J. P., Optimal thermal mass and R-value in concrete, Proc. First Int. Conf. on Concrete Sustainability, Tokyo, May 2013, pp. 411-418. Kuczynski, T. and Staszczuk, Experimental study of the influence of thermal mass on thermal comfort and cooling energy demand in residential buildings. Energy, 2020, 195. International Organization for Standardization, ISO 13786, Thermal Performance of Building Components – Dynamic Thermal Characteristics – Calculation Methods, 2007. Diana K. Fisler, Manfred Kehrer, and Francis Babineau, Sensitivity Analysis of Moisture Dependent Properties of Roofing Materials. ASTM International STP1599 Advances in Hygrothermal Performance of Building Envelopes: Materials, Systems and Simulations eds. Phalguni M. and Fisler D. K., 2017 (pp.166-185) Verbeke, S., Thermal inertia in dwellings. Quantifying the relative effects of building thermal mass on energy use and overheating risk in a temperate climate. PhD Thesis, University of Antwerp, 2017. Balaji, N. C., Mani, M., and Venkatarama, R. B. V., Thermal performance of building walls. 1st IBPSA Italy Conference, Building Simulation, 2013, pp. 151 – 159. Roberz, F., Loonen, R. C. G. M., Hoes, P., and Hensen, J. L. M., Ultra-lightweight concrete: energy and comfort performance evaluation in relation to buildings with low and high thermal mass. Energy and Buildings, 2017, 138, pp. 432-442. Heat flux calculations performed using a tool provided courtesy of Daniel Radisser, HT Flux, www.htflux.com

By Authors Thomas J Taylor

March 17, 2021

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