The application of non-linear finite element analysis is important nowadays to simulate the real behavior of structure. A sort of non-linear finite element analysis with and without safety formats referring to Model Code 2010 is applied in this thesis, to study the FEM simulation of the shear capacity of reinforced concrete structure. A case study is based on a tunnel segment experiment. Comparative analysis is performed to study how valid safety formats are in practice. In addition, the influence of fracture energy to shear capacity is also discussed applying different calculation methods stated in Model Code 1990 and Model Code 2010 respectively.Additional thesis
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) ...
The study describes some proposals regarding the safety formats (i.e., global resistance methods (GR...
Three years ago, the Dutch Ministry of Infrastructure and the Environment initiated a project to re-...
For realistic modelling of reinforced concrete structures, non-linear models are often inevitable, w...
For realistic modelling of reinforced concrete structures, non-linear models are often inevitable, w...
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) s...
In order to perform a reassessment of existing structures or design new structures in a more efficie...
There exists several different methods that can be used to implement a level of safety when performi...
The semi-probabilistic and probabilistic safety formats for the non-linear finite elements analysis ...
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) s...
There exists several different methods that can be used to implement a level of safety when performi...
To increase the efficiency of new structures and perform safety evaluations of existing structures, ...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
To increase the efficiency of new structures and perform safety evaluations of existing structures, ...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) ...
The study describes some proposals regarding the safety formats (i.e., global resistance methods (GR...
Three years ago, the Dutch Ministry of Infrastructure and the Environment initiated a project to re-...
For realistic modelling of reinforced concrete structures, non-linear models are often inevitable, w...
For realistic modelling of reinforced concrete structures, non-linear models are often inevitable, w...
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) s...
In order to perform a reassessment of existing structures or design new structures in a more efficie...
There exists several different methods that can be used to implement a level of safety when performi...
The semi-probabilistic and probabilistic safety formats for the non-linear finite elements analysis ...
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) s...
There exists several different methods that can be used to implement a level of safety when performi...
To increase the efficiency of new structures and perform safety evaluations of existing structures, ...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
To increase the efficiency of new structures and perform safety evaluations of existing structures, ...
The focus of the present work is on the assessment of design value Rd of the load bearing capacity o...
According to the new fib Model Code 2010 the design shear resistance of a reinforced concrete (RC) ...
The study describes some proposals regarding the safety formats (i.e., global resistance methods (GR...
Three years ago, the Dutch Ministry of Infrastructure and the Environment initiated a project to re-...