100 Ping Le Yuan
Chaoyang District
Beijing, 100020
China
Beijing University of Technology
Steel fiber reinforced concrete, Cryogenic temperature, Splitting tension, Uniaxial-compression, Flexural toughness, Meso-scale model
Impact load, Strong column-weak beam design criterion, Failure Modes, failure mechanism
Impact load, Strong column-weak beam design criterion, Failure modes, Failure mechanism
reinforced concrete slabs, hammer head, impact force, damage state, theoretical formula
Biaxial strength criteria, Lateral stress ratio, Strain rate, Heavyweight concrete, Neutron radiation.
Concrete beams, Hybrid rebar, Impact performance, BFRP bars, Steel bars, FE simulation
Concrete material, Low temperature, static compressive failure, pore water, theoretical prediction model
RC beam-column joints, Stirrup ratio in core area, Impact velocity, Dynamic shear capacity, Dynamic shear design value
