Performance Under Pressure: A Technical Review of Sandwich Panels
A building envelope’s performance is measured by its ability to control the transfer of heat, fire, sound, and structural loads. Sandwich panels excel in these areas, but a true understanding requires looking beyond simple metrics to the performance of the entire integrated system.
Thermal Performance: Beyond R-Values to Whole-Wall Efficiency
The conversation around thermal performance in construction has historically been dominated by R-value, a measure of a material’s resistance to conductive heat flow. While important, this single metric can be misleading when applied to conventional wall assemblies. The true performance of an envelope is determined by its “whole-wall” thermal resistance, which accounts for all paths of heat transfer, including the significant losses that occur through thermal bridging.
In traditional stick-framed construction, wood or steel studs interrupt the insulation layer. These framing members have a much lower R-value than the insulation, creating thermal bridges that can account for 15-25% of the total wall area. This significantly degrades the overall performance of the wall. A landmark study by the Oak Ridge National Laboratory (ORNL) demonstrated this effect, finding that a typical 2×6 stud wall with R-19 batt insulation performs closer to an effective R-value of R-9 to R-13 once thermal bridging is factored in.
This is where sandwich panels offer a paradigm shift. Their design features a continuous, uninterrupted core of high-performance insulation, which dramatically reduces thermal bridging. As a result, the as-built, whole-wall R-value of a sandwich panel assembly is much closer to the nominal R-value of the insulation itself. Data shows that SIPs can provide a whole-wall energy efficiency that is up to 51% higher than traditional 2×6, R-19 construction. This shift from a theoretical “center-of-cavity” R-value to a predictable “whole-wall” performance de-risks project outcomes. For developers and designers targeting high-performance standards like Passive House or Net-Zero Energy, this performance certainty is not just a benefit—it is a necessity, reducing the risk of failing to meet stringent energy targets post-construction.
| Assembly Type | Center-of-Cavity R-Value (IP / Metric) | Framing Factor (%) | Estimated Whole-Wall R-Value (IP / Metric) |
| 2×6 Wood Stud @ 16″ O.C. w/ R-19 Batt | R-19 / R-3.35 | ~20% | R-13 to R-15 / R-2.3 to R-2.6 |
| 4.5″ (114mm) SIP Wall (EPS Core) | R-16 / R-2.82 | ~3% | R-15 to R-16 / R-2.6 to R-2.8 |
| 4″ (102mm) IMP Wall (PIR Core) | R-28 / R-4.93 | <1% | R-26 to R-28 / R-4.6 to R-4.9 |
Fire Resistance Ratings: Understanding the Standards and Material Behavior
Evaluating the fire performance of a building assembly requires understanding two distinct concepts: Fire Resistance and Reaction to Fire. Fire resistance is the ability of a complete assembly (e.g., a wall or roof) to contain a fire and prevent its spread for a specific duration, measured in hours. This is determined by large-scale tests like ASTM E119 (U.S.) and CAN/ULC S101 (Canada). Reaction to fire describes how a material itself behaves when exposed to fire—whether it is combustible, how much smoke it produces, etc.
- Mineral Wool Core IMPs: These panels are the premier solution for applications with stringent fire safety requirements. The non-combustible mineral wool core allows assemblies to achieve certified fire-resistance ratings of one, two, or three hours. Typically, a 4-inch (102 mm) panel can achieve a 1-hour rating, a 6-inch (152 mm) panel a 2-hour rating, and an 8-inch (203 mm) panel a 3-hour rating, making them suitable for fire separation walls and high-occupancy buildings.
- Foam Core IMPs/SIPs: While the foam cores are combustible, they are treated with fire retardants to slow flame spread. PIR cores generally offer better fire resistance than EPS or PUR.3 For SIPs with OSB skins, building codes require the interior face to be protected by a thermal barrier, typically a layer of 1/2-inch (12.7 mm) gypsum wallboard, which provides a 15-minute fire-resistant barrier. A key safety advantage of SIPs is that their solid foam core eliminates the empty stud cavities found in stick-framed walls. This prevents the “chimney effect,” where flames and hot gases can rapidly travel vertically through a wall assembly, spreading fire between floors.
Acoustic Performance: Engineering Quieter Spaces with STC and OITC Ratings
Effective acoustic design is critical for occupant comfort and privacy. The performance of a partition in blocking airborne sound is measured by its Sound Transmission Class (STC) rating, which is primarily used for interior noise like speech. For exterior walls, the Outdoor-Indoor Transmission Class (OITC) is a more relevant metric, as it is weighted for lower-frequency sounds like traffic and aircraft noise.
An STC rating is a single number derived from laboratory tests (per ASTM E90) that measure sound transmission loss across 16 different frequencies, from 125 Hz to 4000 Hz. The final acoustic performance of a wall is determined by the entire assembly, not just one component. Key factors include mass, the absorption provided by insulation within a cavity, and the decoupling of the two sides of the wall.
A standard uninsulated 2×4 wall has a poor STC rating of around 33, while the International Building Code (IBC) requires a minimum of STC 50 for walls separating multi-family dwelling units. Sandwich panel assemblies can readily meet and exceed these demanding requirements. For example, a wall assembly that combines a SIP with gypsum board mounted on resilient isolation clips can achieve exceptional STC ratings of 58 or 59. These high-performance acoustic assemblies can often simultaneously serve as 1-hour fire-rated partitions, providing a dual-benefit solution. Mineral wool core panels also naturally provide excellent sound absorption due to the fibrous, porous nature of the core material.
| STC Rating | Subjective Experience (What Can Be Heard) | Typical Application / Requirement |
| 35 | Loud speech is audible and intelligible. | Standard interior wall, no privacy. |
| 45 | Loud speech is audible but not intelligible. Privacy begins. | Recommended for private offices. |
| 50 | Loud speech is very faint. | IBC minimum for multi-family dwellings. Hospitals, classrooms. |
| 55+ | Most sounds are inaudible. Good soundproofing. | Recommended for spaces requiring high confidentiality or quiet (e.g., executive offices, high-end condos, recording studios). |
Structural Integrity: Load-Bearing Capacities and Span Capabilities
The structural function of sandwich panels is a key differentiator between the two systems. This section applies primarily to SIPs, which are engineered as load-bearing structural elements.
SIPs are designed to resist a combination of forces: axial loads (compression from floors and roofs above), in-plane shear loads (acting as shear walls to resist wind and seismic forces), and out-of-plane flexural loads (bending from wind or soil pressure). This composite action allows them to be used for a building’s complete structural shell—walls, floors, and roofs.
The specific load-carrying capacity of a SIP is a function of its thickness, skin material, and the span between supports. Architects and engineers must consult the manufacturer-provided load and span tables, which are developed through rigorous engineering analysis and physical testing. These tables provide the allowable uniformly distributed loads (in pounds per square foot or kilopascals) that a panel of a given thickness can support over a specific span. For instance, a 6.5-inch (165 mm) thick SIP can typically span 8 feet (2.4 m) while carrying a roof load of 80 psf (3.8 kPa), which is sufficient for most snow load conditions in the United States. For longer spans, up to 24 feet (7.3 m), SIPs can be integrated with structural splines made from Laminated Veneer Lumber (LVL) or engineered I-joists to enhance their bending strength.
In contrast, IMPs are non-load-bearing cladding panels. Their structural role is to safely span between and transfer wind and environmental loads to the building’s primary structural frame.