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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
Evaluation of Material Properties Variations of Cementitious Composites under High Strain Rate by SHPB Test and Image Analysis, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(4), 83-91.
2 
(2015), Tensile Behavior of Ultra-High Performance Concrete According to Combination of Fibers, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(4), 49-56.
3 
(1999), Post-peak and strain-softening of conrete materials in compression under rapid loading, Japan Society of Civil Engineers, 627(44), 37-54.
4 
(2001), Study on Dynamic Tensile Softening Characteristic of Concrete Material under High Strain-Rate, Japan Society of Civil Engineers, 669(50), 125-134.
5 
(2015), Assessment of flexural toughness and impact resistance of bundletype polyamide fiber-reinforced concrete, Compos., Part B Eng, 78, 431-446.
6 
(2015), Static mechanical properties and impact resistance of amorphous metallic fiber-reinforced concrete, Compos. Struct, 134, 831-844.
7 
(2014), High-rate tensile behavior of steel fiber-reinforced concrete for nuclear power plants, Nucl. Eng. Des, 266, 43-54.
8 
(2011), Behaviour of Strain-Hardening Cement- Based Composites Under High Strain Rates, J. Adv. Concr. Technol, 9(1), 51-62.
9 
(2015), Fracture Characteristics of Ductile Fiber Reinforced Cement based Composites by Collision of Steel Projectile, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(4), 92-100.
10 
(2016), Comparative assessment of failure characteristics on fiber-reinforced cementitious composite panels under high-velocity impact, Compos., Part B Eng, 99, 84-97.
11 
(2013), Investigating direct tensile behavior of high performance fiber reinforced cementitious composites at high strain rates, Cement Concr. Res, 50, 62-73.
12 
(2014), High strain rate effects on direct tensile behavior of high performance fiber reinforced cementitious composites, Cement Concr. Compos, 45, 186-200.