Thermal bridge analysis to ISO 10211 —
psi-values, fRsi, and PHPP-ready outputs
FEA modelling of junction details using Flixo — linear and point thermal bridges calculated to the standard, with surface temperature factors and PHPP-compatible psi-values as deliverables.
Standard U-value calculations ignore thermal bridges entirely
A U-value tells you how well a flat, uninterrupted section of wall, roof, or floor performs. It says nothing about what happens at the edges — where the wall meets the slab, where the window frame contacts the structure, where a steel element punches through insulation. In a well-insulated building, those junctions can account for a significant share of total heat loss. In a Passive House, unaccounted thermal bridges can be the difference between meeting the heating demand criterion and failing it.
PHPP catalogue values can underestimate heat loss in NZ/AU
In European climates, catalogue defaults tend to be conservative. In NZ and Australian conditions — different climate profiles, different construction typologies — the opposite is often true. Calculated psi-values can be worse than catalogue defaults, meaning a project that looks compliant on paper may not be. That's a certification risk you can only find by calculating.
Cold surfaces cause condensation and mould
A thermal bridge isn't just a heat loss problem. Where the interior surface temperature drops, relative humidity rises. The fRsi surface temperature factor is the metric that determines whether a junction will sustain condensation or mould growth — and it isn't visible in a U-value.
Steel elements are almost always underestimated
Steel has a thermal conductivity roughly 500 times higher than mineral wool. A single unbroken steel element through an insulated assembly — a structural bracket, a balcony connection, a steel stud — can locally eliminate the insulation benefit and create a severe cold spot.
Junctions are where the design ambiguity lives
Flat assemblies are well understood. The junctions — wall-to-slab, parapet, window reveal, roof eaves — are where design intent and buildability diverge, where thermal bridging accumulates, and where analysis is most likely to change something important.
FEA thermal bridge analysis — four types of assessment
All modelling is performed in Flixo using finite element analysis (FEA) to ISO 10211. Results are calculated values — not estimates, not rule-of-thumb adjustments.
Linear thermal bridges occur at junctions — where two assemblies meet, where a material with high conductivity interrupts the insulation layer. The psi-value (Ψ, W/m·K) quantifies heat loss per metre of junction length.
- Wall-to-floor and wall-to-slab junctions
- Wall-to-roof and parapet details
- Window and door installation — frame to wall
- Balcony and cantilever connections
- Intermediate floor and party wall junctions
Point thermal bridges are discrete elements — fixings, brackets, fasteners, and structural penetrations. The chi-value (χ, W/K) represents the total heat loss through a single point element, counted by number rather than length.
- Mechanical fixings through insulation layers
- Structural brackets and restraint fixings
- Cladding support systems
- Anchor bolts and holddown fixings
- Embedded structural elements
Thermal bridge analysis sits alongside — and feeds into — broader moisture risk assessment. We apply three complementary methods depending on the project need.
The surface temperature factor (fRsi) is derived from the FEA model and determines whether a junction surface is at risk of condensation or mould under design conditions. The Glaser method (ISO 13788) provides a steady-state check of interstitial condensation risk across the assembly — a useful first-pass tool, particularly where a full WUFI hygrothermal simulation isn't warranted. Where more detail is needed, humidity distribution plots extracted from the Flixo FEA model show how relative humidity distributes across a junction under design conditions — a valuable complement to WUFI analysis for complex details.
For projects requiring full dynamic hygrothermal modelling, see our WUFI condensation analysis service →
- fRsi calculation at all critical interior surface points
- Glaser steady-state interstitial condensation check (ISO 13788)
- Humidity distribution plots from FEA for complex junctions
- Assessment against condensation and mould risk thresholds
- Design recommendations where risk criteria are not met
- Support for E3 Internal Moisture and B2 Durability compliance
Calculated psi-values replace conservative PHPP thermal bridge catalogue defaults in the Areas sheet. For well-detailed Passive House projects, this routinely reduces modelled heat demand — and can be the difference between meeting the heating demand criterion and not.
- Psi-values formatted for direct PHPP Areas sheet entry
- All junction types covered: IF, BF, RF, W, D, C, P, UF
- Comparison against catalogue default values
- Sensitivity analysis — impact on PHPP heating demand
- PHI certification submission support
Catalogue defaults versus calculated psi-values
PHPP catalogue values were developed largely from European construction typologies and climate conditions. In NZ and Australia they don't always translate — and the mismatch doesn't always work in your favour. Calculated psi-values can come in higher than catalogue defaults, meaning a project that looks compliant using catalogue values may be closer to the certification limit than it appears — or over it. The table below shows the range of outcomes; the direction depends entirely on the junction type and construction detail.
| Junction type | PHPP catalogue default | Calculated — NZ/AU range |
|---|---|---|
| Wall / internal floor (IF) | 0.000 W/m·K | 0.1 – 1.0 W/m·K (concrete or steel structure) |
| Wall / base floor slab (BF) | 0.040 W/m·K | 0.040 – 0.300 W/m·K |
| Wall / roof (RF) | 0.040 W/m·K | 0.010 – 0.080 W/m·K |
| Window installation (W) | 0.040 W/m·K | −0.010 – 0.050 W/m·K |
| Corner junction (C) | 0.040 W/m·K | 0.000 – 0.040 W/m·K |
Values are indicative — actual psi-values depend on the specific assembly, junction geometry, and construction typology. In NZ/AU conditions, calculated values can exceed catalogue defaults, particularly at slab junctions and where construction details differ from European norms. The direction isn't predictable without modelling.
What the analysis produces
Each commission is scoped around specific junction details — we don't charge for modelling you don't need. Typical turnaround is five to ten working days depending on complexity and number of details.
- Flixo FEA model files with documented material inputs and boundary conditions
- Isothermal plots, heat flux, and humidity distribution visualisations for each junction
- Calculated psi-values (Ψ) and chi-values (χ) per junction
- Surface temperature factor (fRsi) at all critical interior surface points
- Glaser steady-state condensation check (ISO 13788) where applicable
- Condensation and mould risk assessment against applicable criteria
- PHPP-formatted psi-value table for direct Areas sheet entry
- Written report with findings, risk assessment, and design recommendations
- Review call to walk through results with your design team
