100 Ping Le Yuan
Chaoyang District
Beijing, 100020
China
Beijing University of Technology
Steel fiber reinforced concrete, dynamic compressive properties, natural cooling after high temperature, Split Hopkinson Pressure Bar (SHPB), dynamic increase factor (DIF)
Constitutive model of concrete, Fiber reinforced concrete, Elevated temperature, Damage evolution, Thermo-mechanical nonlinear deformation
Steel-polyethylene hybrid fiber reinforced engineered cementitious composites (ST/PE-HFRECC), Combined static-dynamic loading, Strain rate, Dynamic compressive strength, Pre-peak toughness, Split Hopkinson pressure bar (SHPB)
Fiber-reinforced cementitious composite, Thermo-mechanical coupling model, elevated temperature, Multiscale characterization, Tensile behavior
Concrete fracture behavior, Peridynamics, Thermal-mechanical coupling, Homogenization, Uniaxial compression
carbon fiber reinforced concrete, Split Hopkinson Pressure Bar (SHPB), dynamic compressive properties, High temperatures, dynamic increase factor (DIF)
Carbon fiber reinforced concrete, Split Hopkinson pressure bar, dynamic compressive characteristics, high temperatures, dynamic increase factor
Steel-polyethylene hybrid fiber reinforced engineered cementitious composites (S/PE-HFRECC), Dynamic compression behaviors, Sub-high temperature, Strain rate, Split Hopkinson pressure bar (SHPB)