• Journal of the Korean Ceramic Society
• /
• v.34 no.6
• /
• pp.591-600
• /
• 1997

Al2O3/Al composites were produced by displacement reaction method, which was carried out by immersing the sintered silica preform, which was prepared from fused silica powder, in molten aluminum. Because the molten aluminum did not penetrate into the silica preform with higher than 20% of porosity when the displacement reaction was accomplished at 100$0^{\circ}C$ for 10 hours in air atmosphere, the optimum range of sintering temperature of silica preform was from 135$0^{\circ}C$ to 140$0^{\circ}C$. The microstructure of this Al2O3/Al composites showed three-dimentionally co-continuous alumina, which provides wear resistance and high stiffness, and aluminium which acts as a toughnening phase. The grain size of the alumina in composites did not change with the particle size of the silica preform. The exact shape of the preform was retained and a net-shaped composite was produced. The representative Al2O3/Al composite prepared in this study showed 3.30mg/㎤ of bulk density, 350-430 MPa of flexural strength, 7.0 MPa.m1/2 of fracture toughness, and good machinability.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2005.05b
• /
• pp.317-320
• /
• 2005

In recent years, according to the development of construction technique, the constructions of longer span bridges, taller buildings, deeper offshore structures, and other megastructures are calling for construction materials with increasingly improve properties. So, the demand for high-strength concrete(HSC) have been increased and many new structures have been built using HSC with the compressive strength about 100MPa. However, it is well-known that as the strength of concrete increases, concrete becomes more brittle. Recent studies, however, shown that the brittleness of HSC can be improved by adding some fibers to the concrete. Especially steel fiber reinforced concrete(SFRC) can be used in this case. Many research works have shown that SFRC results in better crack and deflection control, higher shear strength, improved fatigue performance, increased impact strength, reformed flexural strength, advanced fracture toughness and enhanced postcracking resistance. So, this is a study on the long-term response of SFRC applied to HPC about 40MPa. Therefore, in this study, the test results of twenty-six high-strength concrete specimens and steel fiber-reinforced concrete specimens, with steel fiber content of 1 $\%$ by volume were presented. And the results are analyzed by using of the factors of time, mix properties, humidity/temperature, and loading conditions.

• Journal of the Korean Ceramic Society
• /
• v.38 no.5
• /
• pp.454-460
• /
• 2001

장석, 석영, 점토와 17 wt% $Al_2$O$_3$를 함유한 알루미나질 자기 애자를 제조하였다. 분말을 ball milling으로 6시간 분쇄하였으며 성형체를 압출법으로 제조한 후 터널가마에서 130$0^{\circ}C$, 50분 동안 소결하였다. 터널가마에서 소결한 시편의 소결밀도는 이론밀도의 97%에 도달하였고, 3점 꺾임강도는 1658kgf/$ extrm{cm}^2$ 이었으며 ICL(indentation crack length) 방법으로 측정한 파괴인성은 2.3 MPa.m$^{1}$2/이었다. 기계적 성질을 향상시키기 위하여 ZrO$_2$를 첨가하여 15 wt% $Al_2$O$_3$-2 wt% ZrO$_2$와 12 wt% $Al_2$O$_3$-5 wt% ZrO$_2$를 복합체를 제조하였다. ZrO$_2$를 첨가한 시편의 꺾임강도는 1740kgf/$\textrm{cm}^2$이고 파괴인성은 2.4 MPa.m$^{1}$2/로 약 10% 기계적 성질이 향상되었다.

• Journal of the Korean Ceramic Society
• /
• v.36 no.4
• /
• pp.432-443
• /
• 1999

The self-toughened Si3N4 ceramics where needle-like coarse ${\beta}$-Si3N4 grains were dispersed within fine-grain-ed matrix were prepared via hot-prssing at 1730$^{\circ}C$ for 2 h using 5 vol% ${\beta}$-Si3N4 whiskers as a seed. In this study the microstructures and mechanical properties of self-toughened Si3N4 ceramics were investigated. The flexural strength of self-toughened Si3N4 ceramics was increased from 600-800 MPa of the Si3N4 monolith to 830-1025 MPa. The KIC was also increased from 4.0-5.0MPa$.$m1/2 of the Si3N4 monolith to 5.8-6.5MPa$.$m1/2$.$The needle-like coarse Si3N4 grains in self-toughened ceramics were considered to induce various toughening mechanisms including the crack deflection pull-out and bridging and to contribute to KIC improvement. In ad-dition to toughening mechanisms the KIC improvement was considered to be partially indebted also to the orien-tation of large ${\beta}$-Si3N4 grains and to the promoting effect of ${\beta}$-Si3N4 whiskers on the ${\alpha}$ to ${\beta}$ transtion.

• Journal of the Korean Ceramic Society
• /
• v.56 no.5
• /
• pp.453-460
• /
• 2019

To reduce residual pores of composites and obtain a dense matrix, SiC_f/SiC composites were fabricated by chemical vapor deposition (CVI) using SiC nanorods. SiC nanorods were uniformly grown in the thickness direction of the composite preform when the reaction pressure was maintained at 50 torr or 100 torr at 1,100℃. When SiC nanorods were grown, the densities of the composites were 2.57 ~ 2.65 g/㎤, higher than that of the composite density of 2.47 g/㎤ for non-growing of SiC nanorods under the same conditions; grown nanorods had uniform microstructure with reduced large pores between bundles. The flexural strength, fracture toughness and thermal conductivity (room temperature) of the SiC nanorod grown composites were 412 ~ 432 MPa, 13.79 ~ 14.94 MPa·m^1/2 and 11.51 ~11.89 W/m·K, which were increases of 30%, 25%, and 25% compared to the untreated composite, respectively.

• Structural Engineering and Mechanics
• /
• v.44 no.6
• /
• pp.735-751
• /
• 2012

Although being one of the most popular strengthening techniques in reinforced concrete beams, the use of steel plates bonded to the soffit raises problems of ductility. This study aims at investigating the influence of the use of perforated steel plates instead of solid steel plates on the ductility of reinforced concrete beams. A total of nine reinforced concrete beams were tested. In addition to an unplated beam, eight beams with perforated steel plates of two different thicknesses (3 mm and 6 mm) were subjected to monotonic loading. Effect of bonding the plates to the beams with anchor bolts and with additional side plates bonded to the sides of the beam with and without anchors is also investigated. The use of bolts in addition to epoxy was found to greatly contribute to the ductility and energy absorption capacity of the beams, particularly in specimens with thick plates (6 mm) and the use side plates in addition to the bottom plate was found to be ineffective in increasing the ductility of a concrete beam unless the side plates are attached to the beam with anchors bolts. The thickness of the plate was found to have little effect on the bending rigidity of the beam.

• Transactions of the Korean Society of Machine Tool Engineers
• /
• v.10 no.6
• /
• pp.78-84
• /
• 2001

In the present study, SiCSi-$Si_3 N_4$-SiC ceramic composites that contained up to 30 wt% of dispersed SiC particles were fabricat-ed cia hot-pressing with an oxynitride glass. The microstructure, the mechanical properties and the cutting performance of resulting ceramic composites were investigated. By fixing the composition as $Si_3 N_4$-20wf%SiC, the effect of sintering time on the microstructure, the mechanical properties and the cutting performance were also investigated. The longer sir-tering time is, the bigger the grain size of SiC is. The fracture toughness(-$K_k$) of the $Si_3 N_4$-SiC ceramic composites increased with the increase of gain size, while the flexural strengthh($\sigma$) decreased. For machining SCM440, the insert with 20wt%r SiC sintered for 8 hours showed the longest tool life while the insert with 20wt% SiC sintered for 12 hours showed the longest tool life for machining gray cast iron.

• Proceedings of the Korea Concrete Institute Conference
• /
• 2004.11a
• /
• pp.337-340
• /
• 2004

In recent days, the beneficial effects of using fiber reinforced concrete, especially Steel Fiber Reinforced Concrete, have been on the rise. However, few studies on long-term behavior of SFRC are executed in spite of great demand of SFRC. The fact that SFRC is far better than NRC in various properties such as tensile strength, ductility, flexural toughness has been certified by many researchers. And, those advantages can be also applied to decrease the structures deterioration induced by creep and shrinkage. Furthermore, even though it is fact that SFRC is generally used in joint members to distribute concentrated stresses by fibers, SFRC is treated as NRC in designing especially for long-term behavior of structures. So this paper is about a study on the long-term response of SFRC applied to HPC about 40MPa. Therefore, in this paper, the test results of eighteen high-strength concrete specimens and steel fiber-reinforced concrete specimens, with steel fiber content of $1\%$ by volume were presented. The test result shows that SFRC is advantageous rather than NRC in long-term response.

• The Transactions of the Korean Institute of Electrical Engineers C
• /
• v.53 no.5
• /
• pp.242-242
• /
• 2004

The composites were fabricated 61 vol.%α-α-SiC and 39vol.% WC powders with the liquid forming additives of 12wt% Al₂O₃＋Y₂O₃ by pressureless annealing at 1700, 1800, 1900℃ for 4 hours. The result of phase analysis of composites by XRD revealed α-SiC(2H), WC, and YAG($Al_5Y_3O_{12}$) crystal phase. The relative density, the flexural strength, fracture toughness and Young′s modulus showed respectively the highest value of 99.4%, 375.76㎫, 5.79㎫ㆍ$m^{\frac{1}{2}}$, and 106.43㎬ for composite by pressureless annealing temperature 1900℃ at room temperature. The electrical resistivity showed the lowest value of 1.47×$10^{-3}$/Ω·㎝ for composite by pressureless annealing temperature 1900℃ at 25℃. The electrical resistivity of the α-SiC-WC composites was all positive temperature cofficient resistance (PTCR) in the temperature ranges from 25℃ to 500℃.

• The Transactions of the Korean Institute of Electrical Engineers C
• /
• v.53 no.5
• /
• pp.241-247
• /
• 2004

The composites were fabricated 61 vol.%$\alpha$-$\alpha$-SiC and 39vol.% WC powders with the liquid forming additives of 12wt% $Al_2$O$_3$＋Y$_2$O$_3$ by pressureless annealing at 1700, 1800, 190$0^{\circ}C$ for 4 hours. The result of phase analysis of composites by XRD revealed $\alpha$-SiC(2H), WC, and YAG(Al$_{5}$ Y$_3$O$_{12}$ ) crystal phase. The relative density, the flexural strength, fracture toughness and Young's modulus showed respectively the highest value of 99.4%, 375.76㎫, 5.79㎫ㆍm$\frac{1}{2}$, and 106.43㎬ for composite by pressureless annealing temperature 190$0^{\circ}C$ at room temperature. The electrical resistivity showed the lowest value of 1.47${\times}$10$^{-3}$ $\Omega$$.$cm for composite by pressureless annealing temperature 190$0^{\circ}C$ at $25^{\circ}C$. The electrical resistivity of the $\alpha$-SiC-WC composites was all positive temperature cofficient resistance (PTCR) in the temperature ranges from $25^{\circ}C$ to 50$0^{\circ}C$.