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Nonlinear Finite Element Analysis of Concrete Structures
The nonlinear finite element analysis of concrete structures loaded in the short term up until failure was examined. A model, applicable for general stress states, is described and its predictions are compared with experimental data. This model is implemented in the AXIPLANE program applicable for axisymmetric and plane structures. Various concrete structures are analyzed up until failure. These analyses include panels pressure vessel, beams failing in shear and finally a specific pull out test, the Lok Test, is aggregate interlock, dowel action, secondary cracking, magnitude of compressive strength, magnitude of tensile strength and of different post failure behaviors of the concrete are evaluated. It is demonstrated that the AXISPLANE program gives predictions that are in close agreement with experimental evidence for widely different structures exhibiting very delicate structural aspects.
Nonlinear Finite Element Analysis of Concrete Structures
The nonlinear finite element analysis of concrete structures loaded in the short term up until failure was examined. A model, applicable for general stress states, is described and its predictions are compared with experimental data. This model is implemented in the AXIPLANE program applicable for axisymmetric and plane structures. Various concrete structures are analyzed up until failure. These analyses include panels pressure vessel, beams failing in shear and finally a specific pull out test, the Lok Test, is aggregate interlock, dowel action, secondary cracking, magnitude of compressive strength, magnitude of tensile strength and of different post failure behaviors of the concrete are evaluated. It is demonstrated that the AXISPLANE program gives predictions that are in close agreement with experimental evidence for widely different structures exhibiting very delicate structural aspects.
Nonlinear Finite Element Analysis of Concrete Structures
N. S. Ottosen (author)
1980
186 pages
Report
No indication
English
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