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- W630553093 abstract "Fiber reinforced Ultra High Performance Concrete (UHPC) potentially provides decisive improvements as a material for protective structural elements as it combines a very high strength, improved durability and a high energy dissipation capability with the well known advantages of reinforced concrete (R/C)-materials. The submitted paper identifies appropriate load situations for aircraft impacts and the resistance behavior of UHPC structural members by means of a combined numerical and experimental approach. Based on the research efforts on R/C containments of nuclear power plants in the 1970s and 1980s an impact load model is derived with respect to an appropriate energy consumption capacity. Predictive numerical simulations of the impact experiments lead to the determination of the relevant failure modes. The essential dynamical material properties of UHPC, tensile strength and fracture energy, are investigated in additional material tests and implemented in a constitutive model for the non-linear hydrocode simulation. A series of scaled impact tests is conducted and presented to validate the numerical results, the impact resistance of the UHPC structural members and the according failure modes." @default.
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- W630553093 date "2010-07-08" @default.
- W630553093 modified "2023-09-24" @default.
- W630553093 title "Impact safety of structural UHPC elements—combined numerical and experimental approach" @default.
- W630553093 cites W1995823071 @default.
- W630553093 doi "https://doi.org/10.1201/b11817-107" @default.
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