Numerical hygro-thermal analysis of coated wooden bridge members exposed to Northern European climates

Keyphrases

• Beam Cross Section 33%
• Bridge Members 100%
• Celsius 33%
• Climate Variables 33%
• European Climate 100%
• Fiber Saturation Point 33%
• Fickian 33%
• Finite Element Analysis 33%
• Glued Laminated Beams 33%
• Humidity 33%
• Hygrothermal Analysis 100%
• Hygrothermal Effect 100%
• Moisture 33%
• Moisture Content 66%
• Moisture Gradient 33%
• Moisture Level 33%
• Monitoring Method 33%
• Numerical Model 66%
• Performance Improvement 33%
• Protective Paints 100%
• Rain 33%
• Seasonal Periods 33%
• Sensor-based Monitoring 33%
• Sweden 33%
• Temperature-humidity Index 33%
• Thermal Behavior 66%
• Thermal Model 33%
• Timber Bridge 33%
• Wireless Sensor 33%
• Wood 33%
• Wood Sorption 33%
• Wood Structures 33%
• Wooden Bridges 100%
• Zero Degree 33%

INIS

• beams 60%
• bridges 100%
• cladding 20%
• climates 100%
• comparative evaluations 20%
• cross sections 20%
• depth 20%
• fibers 20%
• finite element method 20%
• humidity 20%
• levels 20%
• moisture 100%
• monitoring 20%
• paints 100%
• performance 40%
• rain 20%
• saturation 20%
• sensors 40%
• sorption 20%
• sun 20%
• sweden 20%
• thermal analysis 100%
• tools 20%
• wood 40%

Engineering

• Beam Cross Section 50%
• Climate Variable 50%
• Degree Celsius 50%
• Fibre Saturation Point 50%
• Finite Element Analysis 50%
• Laminated Beam 50%
• Moisture Gradient 50%
• Numerical Model 100%
• Relative Humidity 50%
• Thermal Behavior 100%
• Thermal Model 50%
• Timber Bridge 50%
• Wireless Sensor 50%