. "AT - Rakousk\u00E1 republika" . "This paper presents both a method and a computational program for the material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models which are based on the theory of plasticity. This computational method may be used to calculate the Ultimate Limit State of reinforced concrete structures and prestressed concrete structures with internal and external tendons. For analysis the ANSYS computational system with the user beam element is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the reference axis. Thus, a concrete cross-section which is divided into a finite number of layers of, e.g., reinforcement steel, prestressing tendons or other structural materials can be modelled separately." . "1028-5334" . "10"^^ . . "1"^^ . "concrete, material, non-linear, layer, analysis, ANSYS"@en . . "The Material Non-linear Analysis of Concrete Plane Frame Structures"@en . "RIV/00216305:26110/00:PU21356!RIV11-MSM-26110___" . "The Material Non-linear Analysis of Concrete Plane Frame Structures" . . . "26110" . "The Material Non-linear Analysis of Concrete Plane Frame Structures" . . "[0FC0B607CED3]" . . "716719" . . "RIV/00216305:26110/00:PU21356" . "P\u011Bn\u010D\u00EDk, Jan" . "Proceedings of the 3rd International PhD Symposium in Civil Engineering" . . "The Material Non-linear Analysis of Concrete Plane Frame Structures"@en . "10" . . "1" . . . . . . . . "V, Z(MSM 261100007)" . "This paper presents both a method and a computational program for the material non-linear analysis of concrete plane frame structures. The computational method is based on a layered approach and uses material models which are based on the theory of plasticity. This computational method may be used to calculate the Ultimate Limit State of reinforced concrete structures and prestressed concrete structures with internal and external tendons. For analysis the ANSYS computational system with the user beam element is used. It is possible to place this user beam element eccentrically at both external nodes with respect to the reference axis. Thus, a concrete cross-section which is divided into a finite number of layers of, e.g., reinforcement steel, prestressing tendons or other structural materials can be modelled separately."@en . "1"^^ . . .