Keyphrases
Glulam Beam
100%
Moisture Stress
100%
Wood
50%
Moisture Content
25%
Finland
25%
Humidity
25%
Environmental Conditions
25%
Structural Performance
25%
Timber Bridge
25%
Rain
25%
Moisture Gradient
25%
Timber Structures
25%
Cracking Risk
25%
Mechanical Load
25%
Delamination
25%
Crack Formation
25%
Hygrothermal Effect
25%
Abaqus FEM
25%
FEM Software
25%
Absolute Temperature
25%
Multi-Fickian Models
25%
Safety Level
25%
Moisture Content Measurement
25%
European Climate
25%
Bending Load
25%
Perpendicular to Grain
25%
Grain Moisture
25%
Cyclic Variation
25%
Thermo-mechanical Response
25%
Climate Loads
25%
Parallel-to-grain
25%
Wooden Components
25%
Timber Elements
25%
Additional Stress
25%
Hygro-thermo-mechanical
25%
Numerical Methodology
25%
Orthotropic Viscoelasticity
25%
INIS
moisture
100%
beams
100%
bridges
100%
wood
28%
cracks
28%
climates
14%
performance
14%
levels
14%
risks
14%
safety
14%
finland
14%
coupling
14%
bending
14%
variations
14%
evaluation
14%
prediction
14%
humidity
14%
rain
14%
Engineering
Glulam Beam
100%
Induced Stress
100%
Structural Performance
25%
Abaqus
25%
Mechanical Response
25%
Mechanical Load
25%
Timber Bridge
25%
Level of Safety
25%
Moisture Gradient
25%
Structural Element
25%
Bending Load
25%
Relative Humidity
25%
Delamination
25%