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Condensation Glass Surfaces

Reference data and engineering information about condensation glass surfaces for material properties applications.

condensationglasssurfaces

Overview

Engineering reference data for Condensation Glass Surfaces in material science and properties.

Key Formulas

Stress

σ=FA\sigma = \frac{F}{A}

Force per unit area.

Strain

ε=ΔLL0\varepsilon = \frac{\Delta L}{L_0}

Change in length per original length.

Hooke's Law

σ=Eε\sigma = E \varepsilon

Stress proportional to strain in elastic region.

Thermal Expansion

ΔL=αL0ΔT\Delta L = \alpha L_0 \Delta T

Length change due to temperature.

Variables

SymbolDescriptionUnit
σ\sigmaStressPa
ε\varepsilonStrain
EEYoung's modulusPa
α\alphaThermal expansion coefficient1/°C
ΔT\Delta TTemperature change°C

Heat Transfer Coefficients (U-values)

The overall heat transfer coefficient (U-value) quantifies heat flow through a window assembly. Higher U-values indicate greater heat transfer and higher condensation risk.

Usingle=1.13Btu/ft2°Fhr=6W/m2°CU_{\text{single}} = 1.13 \, \text{Btu/ft}^2\cdot\text{°F}\cdot\text{hr} = 6 \, \text{W/m}^2\cdot\text{°C} Udouble=0.58Btu/ft2°Fhr=3W/m2°CU_{\text{double}} = 0.58 \, \text{Btu/ft}^2\cdot\text{°F}\cdot\text{hr} = 3 \, \text{W/m}^2\cdot\text{°C}

Condensation Example

For a window with a single pane (U6W/m2°CU \approx 6 \, \text{W/m}^2\cdot\text{°C}) and an indoor air dry-bulb temperature of 18.3°C (65°F) at 50% relative humidity, condensation begins on the interior glass surface when the outdoor temperature drops to:

Toutside=6°C  (43°F)T_{\text{outside}} = 6 \, \text{°C} \; (43 \, \text{°F})

This demonstrates how higher indoor humidity or lower window insulation (higher U-value) leads to condensation at less severe outdoor temperatures.

References