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(a) The material models used for modeling concrete, reinforcing bars and tendon in this study are found to give promising results for the seismic performance assessment of the hollow reinforced concrete and prestressed concrete bridge columns.
The material models used in those models were first validated with experimental results from published literature.
To suit the material models for SFRC, available concrete model is judiciously modified.
The material models consider both the work hardening and annealing assumptions for the chosen material.
The material models account for both ply failure mechanisms and delamination.
The parameters of the material models obtained from the tensile tests are compared with values given in Eurocode 9.
Similar(29)
This concerns, e.g. the material modelling and validation.
A damage indicator is implemented in the material model.
The material model and proposed resistance functions are then described.
The material modeling was also based on this simplified model.
The material model is capable of predicting the instantaneous temperature and moisture distribution inside the material.
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