Optimization of plate grider with two-step particle swarm algorithm

Regarding the wide application of plate grider in various structures and its special privileges, it is necessary for common profiles to be fully understood in relation to the behavior of tiles. Due to the buckling failure of the sheets, including the sheets in the sheets, it is necessary to take some measures in this regard, so using Delta hardeners has been done with this approach. Therefore, due to the lack of technical knowledge about this type of printing, it is necessary to find the technical and economical desirability by finding the appropriate delta hardening geometry. In this paper, using the design of the model of the bridges in the Abaqus program and using the algorithm model to optimize the two-stage particle swarm, the two-stage optimization of the particle swarm of this type of beam of sheets has been investigated. In this paper, using the design In the model, the height of the beam of the sheet is carried out in longitudinal height-adjustable elevations with a delta-free beam and without hardening.

کلیدواژه ها:

Plete grider-beam optimization