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Modelling of Rock Joints Interface under Cyclic Loading
The problem of numerical simulation of the material interface response under monotonic and cyclic loading is of fundamental scientific and engineering importance. In fact, such interfaces occur in most engineering and geotechnical structures. The present work is devoted to the deformational response analysis of contact interfaces under monotonic and cyclic loads. The class of materials includes rock and structural joints, soil structure interfaces, masonry and cementitious joints, localized shear bands and so on.
Modelling of Rock Joints Interface under Cyclic Loading
The problem of numerical simulation of the material interface response under monotonic and cyclic loading is of fundamental scientific and engineering importance. In fact, such interfaces occur in most engineering and geotechnical structures. The present work is devoted to the deformational response analysis of contact interfaces under monotonic and cyclic loads. The class of materials includes rock and structural joints, soil structure interfaces, masonry and cementitious joints, localized shear bands and so on.
Modelling of Rock Joints Interface under Cyclic Loading
Maciejewski Jan (author) / Bąk Sebastian (author) / Ciężkowski Paweł (author)
2020
Article (Journal)
Electronic Resource
Unknown
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