Question:
Can I incrementally increase the load in RFEM 6 or RSTAB 9?
Answer:
Yes, this is possible with the structural stability add-on.
The "Incrementally Increasing Loading" function of load cases and load combinations can incrementally increase the assigned load level and find the equilibrium for each load increment. The load factor 1.0 corresponds to 100% of the defined load. The defined load is used for load cases, and the load case combination multiplied by partial safety factors is used for load combinations. The detailed settings of the function define the initial load level k-0, the amount of the incremental load increase Δk, the refinement of the last load level, the termination criterion and the static initial load situation.
The initial load increment k-0 defines the beginning of the process. This input is independent of the pure load case and load combination input and can be greater or less than 1.0. The program always displays all results on the basis of load increment 1.0 within the static analysis and performs additional calculation with incrementally increasing loading within the stability analysis.
The incrementally increasing loading is specified by the load increment Δk. With each process loop, the program increases the load to be analyzed by adding the increment to the previously analyzed load increment. The increment is constant until the break-off criterion is reached.
Due to the constant increment size, it is not possible to determine an exact load factor according to the break-off criterion. Finally, the program shows the approximate load factor on the basis of the last load increment at which the equilibrium for the model can be found. The load factor is calculated in the "Incremental Stability Analysis | Overview | Summary" table under the respective load situation. By specifying the refinement of the last load increment, the initial increment Δk is divided by the refinement value after reaching the break-off criterion, and the process is repeated from the last functioning load increment until a new break-off occurs. Due to the smaller increment, the resulting load factor is more accurate.
The break-off criterion for the process is basically the point at which the program cannot find any equilibrium for the applied load (second-order analysis). Furthermore, you can specify the break-off by activating the maximum deformation on a specific node.
In reality, certain force components remain constant with no regard to an action (for example, self-weight, prestress, and so on), so RFEM provides the option to assign a fixed load component for the incrementally increasing loading for the load combinations. The fixed load can be either a load case or a load combination and is defined by the initial state. Please note that the fixed load component must also be part of the load combination to be analyzed.
In general, when using initial states, it is necessary to calculate them according to the same c...
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