Finite Element Analysis of Saferooms Subjected to Tornado Impact Loads

3rd International Conference on Innovative Materials, Structures and Technologies

Parfilko, Y.^1 ; Amaral De Arruda, F.^2 ; Varela, B.^3

Graduate Student, Dept. of Mechanical Eng., Rochester Institute of Technology, Rochester

NY, United States^1

Graduate Student, Dept. of Mechanical Eng., Rochester Institute of Technology, Rochester

NY, United States^2

Associate Professor, Dept. of Mechanical Eng., Rochester Institute of Technology, Rochester

NY, United States^3

关键词: Concrete materials;    Concrete protective structures;    Design considerations;    Explicit dynamics;    Geographic conditions;    Impact velocities;    Natural disasters;    Protective structures;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/251/1/012106/pdf
DOI  :  10.1088/1757-899X/251/1/012106

来源: IOP

【 摘 要 】

A Tornado is one of the most dreadful and unpredictable events in nature. Unfortunately, weather and geographic conditions make a large portion of the United States prone to this phenomenon. Tornado saferooms are monolithic reinforced concrete protective structures engineered to guard against these natural disasters. Saferooms must withstand impacts and wind loads from EF-5 tornadoes-where the wind speed reaches up to 150 m/s (300 mph) and airborne projectiles can reach up to 50 m/s (100 mph). The objective of this work is to evaluate the performance of a saferoom under impact from tornado-generated debris and tornado-dragged vehicles. Numerical simulations were performed to model the impact problem using explicit dynamics and energy methods. Finite element models of the saferoom, windborne debris, and vehicle models were studied using the LS-DYNA software. RHT concrete material was used to model the saferoom and vehicle models from NCAC were used to characterize damage from impacts at various speeds. Simulation results indicate good performance of the saferoom structure at vehicle impact speeds up to 25 meters per second. Damage is more significant and increases nonlinearly starting at impact velocities of 35 m/s (78 mph). Results of this study give valuable insight into the dynamic response of saferooms subjected to projectile impacts, and provide design considerations for civilian protective structures. Further work is being done to validate the models with experimental measurements.