Brittle Failure of Ice
By E. Schulson. 2001
383 citations recorded by the source corpus.
Subfields: Atmospheric Science, Management, Monitoring, Policy and Law
View Paper: https://www.semanticscholar.org/paper/3cf2b91862b8cb478df505da1a662828f0381426
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In Atmospheric Science
In Management, Monitoring, Policy and Law
Citations in the corpus
- On erosion issues associated with the leading edge of wind turbine blades (2013, background): “Schulson [70] states that ice may exhibit two types of inelastic behaviour when loaded under compression.”
- A model for turbulent hydraulic fracture and application to crack propagation at glacier beds (2010, background): “Schulson [2001]) and due to small-scale hydrofracturing (during crack growth). For example, the positive excess pressures over most of the basal crack favor small scale hydrofracturing upwards into the ice, whereas the strongly negative pressure near the crack tips should encourage the opening of ne”
- A phenomenological high strain rate model with failure for ice (2006, background): “Schulson (2001) reports that at low rates of deformation that ice is ductile with a softening response after the peak stress, and that it can sustain plastic strains of up to 10% without macroscopic collapse in unconfined experiments although it is profusely cracked.”
- Pressurized oceans and the eruption of liquid water on Europa and Enceladus (2007, neutral): “depends only slightly on temperature [Schulson, 2001]; the dotted line is the tensile strength model of Bažant [1992] fit to field and lab data by Dempsey et al.”
- High strain-rate behavior of ice under uniaxial compression (2009, positive): “However, unlike most brittle materials, ice is known to exhibit brittle behavior up to the melting point at strain rates that are too low for inertial confinement to play a role (Schulson, 2001).”