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Constitutive Modelling of Concrete and Rocks Under Multiaxial Compressive Loadings
This research envisages development of constitutive models for joints in rock (concrete) subjected to cyclic loads. The objective is to implement the models in (numerical) solutions of boundary value problems involving solids and joints subjected to dynamic loads such as blastes and earthquake. Hence, it is appropriate to develop models for both the joints and the intact or solid (concrete) media in which the joints occurs. This report contains description of a new hierarchical plasticity-based constitutive model, laboratory testing using a multiaxial device and verification for the intact concrete used in the investigation.
Constitutive Modelling of Concrete and Rocks Under Multiaxial Compressive Loadings
This research envisages development of constitutive models for joints in rock (concrete) subjected to cyclic loads. The objective is to implement the models in (numerical) solutions of boundary value problems involving solids and joints subjected to dynamic loads such as blastes and earthquake. Hence, it is appropriate to develop models for both the joints and the intact or solid (concrete) media in which the joints occurs. This report contains description of a new hierarchical plasticity-based constitutive model, laboratory testing using a multiaxial device and verification for the intact concrete used in the investigation.
Constitutive Modelling of Concrete and Rocks Under Multiaxial Compressive Loadings
M. R. Salami (author) / C. S. Desai (author)
1986
438 pages
Report
No indication
English
Soil & Rock Mechanics , Civil Engineering , Rock mechanics , Concrete , Joints , Boundary value problems , Mathematical models , Plastic deformation , Elastic properties , Hierarchies , Laboratory tests , Cyclic tests , Loads(Forces) , Traxial stresses , Stress strain relations , Compressive properties , Tensile strength , Failure(Mechanics) , Theses , Constitutive models , Cyclic loading , Soapstone , Geologic materials , Multiaxial loading
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