Skip to main navigation
Skip to search
Skip to main content
Tampere University Research Portal Home
Help & FAQ
English
Suomi
Home
Profiles
Research outputs
Research units
Activities
Datasets
Research Infrastructures
Press/Media
Prizes
Search by expertise, name or affiliation
Numerical modelling of thermal weakening of granite under dynamic loading
Timo Saksala
Civil Engineering
Research output
:
Contribution to journal
›
Article
›
Scientific
›
peer-review
4
Citations (Scopus)
17
Downloads (Pure)
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Numerical modelling of thermal weakening of granite under dynamic loading'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Numerical Modeling
100%
Dynamic Loading
100%
Thermal Weakening
100%
Silica
50%
Temperature Effect
50%
Material Properties
25%
Strain Rate Sensitivity
25%
Low Dose Rate
25%
Numerical Examples
25%
Thermal Properties
25%
Numerical Methods
25%
Initial-boundary Value Problem
25%
Elastic Properties
25%
Viscoplastic Material
25%
Damage Variable
25%
Continuum Approach
25%
Material Degradation
25%
Feldspar
25%
Material Stiffness
25%
Rock Heterogeneity
25%
Rock Strength
25%
Viscoplastic Model
25%
Granitic Rocks
25%
Dynamic Compression
25%
Viscoplasticity
25%
Uniaxial Compression Test
25%
Rock Sample
25%
Intact Rock
25%
Dynamic Loading Conditions
25%
Random Cluster
25%
Uniaxial Tension Test
25%
Mass Scaling
25%
Critical Time Step
25%
Thermomechanical
25%
Power Law Criterion
25%
Strength of Materials
25%
Staggered Method
25%
Biotite
25%
Non-uniform Heating
25%
Tetrahedral Finite Element
25%
Engineering
Temperature Dependence
100%
Numerical Modeling
100%
Dynamic Loads
100%
Silicon Dioxide
100%
Boundary Value
50%
Strain Rate Sensitivity
50%
Tensiles
50%
Numerical Example
50%
Numerical Methods
50%
Continuum Approach
50%
Damage Variable
50%
Rock Strength
50%
Rock Sample
50%
Intact Rock
50%
Dynamic Loading Condition
50%
Material Stiffness
50%
Compression Tests
50%
Finite Element Analysis
50%
Earth and Planetary Sciences
Numerical Modeling
100%
Viscoplasticity
100%
Mathematical Method
50%
Power Law
50%
Rock Heterogeneity
50%
Strain Rate
50%
Peridotite
50%