윤영수

This study conducted a comprehensive investigation into concrete creep. First, the creep mechanisms and parameters of high-strength lightweight concrete (HSLC) were introduced. Then, creep characteristics of high-strength concrete (HSC) and lightweight concrete (LWC) were analyzed and reviewed. It has been shown that HSC can improve creep resistance by making the cement matrix dense through incorporation of admixtures such as silica fume or changing the curing conditions. In addition, the porous

This study evaluated the effects of volume fraction, aspect ratio, and shape of steel fibers on the mechanical properties of ultra-high-performance fiber-reinforced concrete (UHPFRC) and the structural behavior of reinforced (R-) UHPFRC beams. The tensile strength and energy absorption capacity of ultra-high-performance concrete (UHPC) are improved by adding steel fibers and increasing its volume contents by up to 3.0 %. Compared with short straight steel fiber, medium-length straight and twiste

Recently interest in lightweight concrete (LWC) has increased for its cost effectiveness and design reduction, however it has low resistance to external forces. Carbon nanotube (CNT) was incorporated to overcome this disadvantage and achieve high-strength in LWC. The structural response of CNT reinforced high-strength lightweight concrete (HSLC) beams was investigated considering specimen size, tensile reinforcement ratio, and stirrup spacing. As the tensile reinforcement ratio increased from 0.

The asymptotic conformal invariance of some SU(2) model and Standard Model in curved space–time are investigated. We have examined the conditions for asymptotic conformal invariance for these models numerically.