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A platform for research: civil engineering, architecture and urbanism
SHEAR BANDING IN GEOMATERIALS IN PLANE STRAIN: PHYSICAL AND ANALYTICAL MODELS
Summary The proposed method for the determination of the distance between shear bands under plane strain extension is based on the assumption that the material is softening inside the shear bands and is undergoing elastic unloading outside. The observed geometric pattern corresponds to derivation based on the principle of the lowest potential energy rate.
SHEAR BANDING IN GEOMATERIALS IN PLANE STRAIN: PHYSICAL AND ANALYTICAL MODELS
Summary The proposed method for the determination of the distance between shear bands under plane strain extension is based on the assumption that the material is softening inside the shear bands and is undergoing elastic unloading outside. The observed geometric pattern corresponds to derivation based on the principle of the lowest potential energy rate.
SHEAR BANDING IN GEOMATERIALS IN PLANE STRAIN: PHYSICAL AND ANALYTICAL MODELS
Triantafyllidis, Theodoros (author) / Röchter, Lars (author) / Niemunis, Andrzej (author)
2011-01-01
4 pages
Article/Chapter (Book)
Electronic Resource
English
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