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This paper proposes the use of design patterns to capture best practices in object-oriented finite element programming.
It is intended mainly for use in learning finite element programming methodologies and in solving small to moderate size problems on single-processor computers.
A non-linear finite element programming system has been utilized in order to model the complex physical phenomena involved in the present impact process.
The numerical model is implemented into the Realistic Failure Process Analysis (RFPA) code using finite element programming, and an extended version of RFPA, i.e., RFPA-GIM, is developed to analyse the failure process and stability of slopes.
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The finite element program ABAQUS is used.
Analyses were performed using the commercial finite element program Ansys.
Structural analysis is performed using a parametric finite element program.
In both finite element programs, FRP is modeled as a tension-only elastic material.
A summary flow chart of the finite element program is shown in Fig. 3.
A 2D model of the structure was created in the finite element program OpenSees (PEER 2015).
Nonlinear finite element program ATENA was used to validate the results.
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