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Dual Failure Criterion for Plain Concrete
Journal of the Engineering Mechanics Division, 1974Considering plain concrete as an isotropic homogeneous continuum, a criterion has been proposed to govern the failure of this material. According to this dual fracture-yield criterion, two modes of failure are possible, i.e., the material element may fail either in shear or in tension depending upon the corresponding strain (stress) state.
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Deformation criterion of salt rock failure
Journal of Mining Science, 2016The author offers a new deformation criterion for the compressive strength of salt rock specimens. The limiting principal strain is a function of stress parameter in the form of a ratio of hydrostatic pressure and stress intensity. The safety factor based on the deformation criterion is defined.
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Size-dependent Mohr–Coulomb failure criterion
Bulletin of Engineering Geology and the Environment, 2023Yun Zhao +3 more
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A hot tearing criterion based on solidification microstructure in cast alloys
Journal of Materials Science and Technology, 2022Dejiang Li, Xiaoqin Zeng
exaly
Nucleus-Independent Chemical Shifts (NICS) as an Aromaticity Criterion
Chemical Reviews, 2005Zhong-Fang Chen, Ralph Puchta
exaly