The consecutive multiple impact resistance of reinforced concrete pier column becomes the most concern in the engineering field.Numerical simulation the process of consecutive multiple lateral impacts
This paper presents an isogeometric analysis(IGA)-based SIMP method for addressing the stress-constrained structural topology optimization problem,with the advantage of integration of computer-aided d
After decades of development,the configuration of topology optimization has been applied to high-precision fields such as machinery,civil engineering and even aerospace.
In most of the existing topology optimization studies of multi-material structures or structures with component layout,the interface of different materials was assumed to be perfectly bonded.
There are many uncertainties in the practical engineering,such as uncertainties related with external loads,material characteristics,geometric properties and other factors.