Jin-Keun Kim
- The relation between fiber orientation and tensile behavior in an Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC). In: Cement and Concrete Research, v. 41, n. 10 (October 2011). (2011):
- Tensile and fiber dispersion performance of ECC (engineered cementitious composites) produced with ground granulated blast furnace slag. In: Cement and Concrete Research, v. 37, n. 7 (July 2007). (2007):
- Simulation of the thermal stress in mass concrete using a thermal stress measuring device. In: Cement and Concrete Research, v. 39, n. 3 (March 2009). (2009):
- Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber. In: Composite Structures, v. 92, n. 1 (January 2010). (2010):
- Prediction model for the hydration properties of concrete. In: Computers and Concrete, v. 12, n. 4 (October 2013). (2013):
- Prediction of ECC tensile stress-strain curves based on modified fiber bridging relations considering fiber distribution characteristics. In: Computers and Concrete, v. 7, n. 5 (October 2010). (2010):
- Prediction of thermal stresses in mass concrete structures with concrete properties by a thermal stress device-part I: experiments. In: Magazine of Concrete Research, v. 72, n. 8 (April 2020). (2020):
- Pullout behavior of inclined steel fiber in an ultra-high strength cementitious matrix. In: Construction and Building Materials, v. 24, n. 10 (October 2010). (2010):
- The variation of flow-dependent tensile behavior in radial flow dominant placing of Ultra High Performance Fiber Reinforced Cementitious Composites (UHPFRCC). In: Construction and Building Materials, v. 33 (August 2012). (2012):
- Prediction of concrete adiabatic temperature rise characteristic by semi-adiabatic temperature rise test and FEM analysis. In: Construction and Building Materials, v. 125 (October 2016). (2016):
- Rheological control of cement paste for applying prepackaged ECCs (Engineered Cementitious Composites) to self-consolidating and shotcreting processes. In: KSCE Journal of Civil Engineering, v. 14, n. 5 (July 2010). (2010):
- Size effect in concrete specimens with dissimilar initial cracks. In: Magazine of Concrete Research, v. 42, n. 153 (December 1990). (1990):