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Elastoplastic Model for Cemented Soils
Journal of Geotechnical and Geoenvironmental Engineering, 2001This paper presents a model for bonded or cemented soils within the framework of hardening plasticity. The model is based on the concepts that (1) the strength of a cemented soil can be considered to be made up of two components, the usual strength of the soil skeleton and the strength of cementation bonds; and (2) the deformation of the soil is ...
Vatsala, A +2 more
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Elastoplastic Waves in Granular Materials
Journal of Applied Mechanics and Technical Physics, 2003For a description of the deformation of materials with different resistances to tension and compression, the conventional rheological diagram is supplemented by a new element --- rigid contact. It is used to construct a model of an ideal granular material possessing elastic and plastic properties.
Sadovskaya, O. V., Sadovskii, V. M.
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STRUCTURAL MECHANICS AND ANALYSIS OF CONSTRUCTIONS
Within the framework of the planar cross-section hypothesis, the construction of calculation formulas for determining stresses and deformations in cross- sections of an elastoplastic member under conditions of planar transverse bending is considered. The rod material works according to a bilinear tensile pattern and resists both tension and compression
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Within the framework of the planar cross-section hypothesis, the construction of calculation formulas for determining stresses and deformations in cross- sections of an elastoplastic member under conditions of planar transverse bending is considered. The rod material works according to a bilinear tensile pattern and resists both tension and compression
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2002
Most of the soil mechanics models developed for agricultural applications have been derived from elastoplastic constitutive models. At the same time there has been the formal development of the science of "unsaturated soil mechanics" (Fredlund and Rahardjo, 1993a).
null Wulfsohn +2 more
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Most of the soil mechanics models developed for agricultural applications have been derived from elastoplastic constitutive models. At the same time there has been the formal development of the science of "unsaturated soil mechanics" (Fredlund and Rahardjo, 1993a).
null Wulfsohn +2 more
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1984
Rubbers are polymers whose glass transition temperatures lie below the application temperature. Soft rubbers are lightly chemically cross-linked and hard rubbers are strongly chemically cross-linked. Elastoplasts are polymers which are physically cross-linked at the application temperature, but they can be worked like thermoplasts at higher ...
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Rubbers are polymers whose glass transition temperatures lie below the application temperature. Soft rubbers are lightly chemically cross-linked and hard rubbers are strongly chemically cross-linked. Elastoplasts are polymers which are physically cross-linked at the application temperature, but they can be worked like thermoplasts at higher ...
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Further Elastoplastic Solutions
2000In Chapter 4, analytical solutions were presented for cavity expansion and contraction in soils modelled by critical state strain hardening/softening models. Although critical state models are widely used in soil mechanics, other types of plasticity models have also been used to describe the non-linear stress-strain behaviour of soil and rock. For this
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The interpolating element-free Galerkin method for three-dimensional elastoplasticity problems
Engineering Analysis With Boundary Elements, 2020Yumin Cheng
exaly
Infections from Contaminated Elastoplast
New England Journal of Medicine, 1979E, Bauer, P, Densen
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