This study performed the pre-treatments of the manufacturing of the pork skin snack with wet-salting (3% and 6%; 3W and 6W) and dry-salting (0.3% and 0.6%; 0.3D and 0.6D). Regarding the manufacturing yield, the 0.3D and 6W were significantly higher than the other samples (p<0.05). The water contents of the Con and 0.6D were significantly lower than the other samples (p<0.05). The fat contents of the Con and 6W were evidently higher than the 3W, 0.3D, and 0.6D (p<0.05). The lightness of the wet-salting group was markedly higher than the Con (p<0.05). The redness and yellowness of the 0.6D were noticeably higher than the Con (p<0.05). The crispness of the 0.6D was considerably higher than the other samples (p<0.05). The appearance and sensory crispness of the 3W and 0.6D were notably lower than the other samples (p<0.05). The taste score of the 0.6D was much lower than the 6W and 0.3D (p<0.05). The overall acceptability of the Con, 6W, and 0.3D was appreciably higher than the other samples (p<0.05). Overall, this study showed that wet-salting with 6% (6W) and dry-salting with 0.3% (0.3D) can improve pork skin snack quality properties.

This study presents code-compliant seismic details by addressing dry mechanical splices for precast concrete (PC) beam-column connections in the ACI 318-19 code. To this end, critical observations of previous test results on precast beam-column connection specimens with the proposed seismic detail are briefly reported in this study, along with a typical reinforced concrete (RC) monolithic connection. On this basis, nonlinear dynamic models were developed to verify seismic responses of the PC emulative moment-resisting frame systems. As the current design code allows only the emulative design approach, this study aims at identifying the seismic performances of PC moment frame systems depending on their emulative levels, for which two extreme cases were intentionally chosen as the non-emulative (unbonded self-centering with marginal energy dissipation) and fully-emulative connection details. Their corresponding hysteresis models were set by using commercial finite element analysis software. According to the current seismic design provisions, a typical five-story building was designed as a target PC building. Subsequently, nonlinear dynamic time history analyses were performed with seven ground motions to investigate the impact of emulation level or hysteresis models (i.e., energy dissipation performance) on system responses between the emulative and non-emulative PC moment frames. The analytical results showed that both the base shear and story drift ratio were substantially reduced in the emulative system compared to that of the non-emulative one, and it indicates the importance of the code-compliant (i.e., emulative) connection details on the seismic performance of the precast building.

국토교통부 보고서 “2022 도로교 현황보고”에 따르면, 국내 교량의 수는 연간 2.9%씩 증가하고 있으며 그에 따라 보수 가 필요한 교량의 수도 늘어나는 추세이다. 교량 하부를 보수할 때 보통은 몰탈을 사용하여 보수해 왔고, 직접 보수하기 에는 작업자의 안전성 및 작업의 효율성이 떨어져 숏크리트를 사용하여 보수해 왔다. 숏크리트는 건식 숏크리트와 습식 숏크리트가 있다. 습식 숏크리트는 시멘트와 골재, 그리고 미리 혼합된 물이 호스를 통하여 이송되고 호스 끝에서 압축 공기가 이를 고속으로 분사하는 공법이다. 다만 재료를 미리 계량하고 배합한다는 한계가 재료 공급의 제약을 가져온다. 건식 숏크리트란 시멘트, 골재, 섬유 등 건조된 재료들이 호스로 빠르게 압송되어 노즐부에서 물과 만나 빠르게 분사되 는 공법이다. 이러한 공법은 장거리 압송 가능, 습식 숏크리트에 비해 상대적으로 적은 장비, 청소와 보수의 용이성, 쉬 운 적용성이 장점이다. 따라서 본 연구에서는 건식 숏크리트 공법을 채택하여 교량 슬래브 하부인 천정부에 대한 단면보 수를 진행하고자 한다. 배합설계는 혼합골재 입도곡선을 고려하고 실리카퓸은 중량의 3%를 차지한다. 연구결과 고압 살 수 및 건식 숏크리트의 현장 적용성은 우수하며, 작업의 용이성 등 교량 하부 구조물 보수에 대한 다양한 장점을 가질 수 있다고 사료된다.

PURPOSES : This study aimed to develop high-performance concrete repair materials for the cross-sectional repair of deteriorated bridge concrete. METHODS : To derive the optimal mix using the dry shotcrete method, experiments were conducted to develop an appropriate performance in terms of durability and watertightness based on basic experiments on materials. By mixing silica fume, GGBFS, and natural fibers, this study compared the differences in each variable. Each variable was compared using compressive strength, flexural strength, plastic shrinkage, chlorine ion penetration resistance, and freeze-thaw tests. RESULTS : By mixing silica fume and natural fibers, watertightness and durability were secured, and by adding an expansion material and polymer powder, a material that exhibited suitable performance as a repair material was developed. The material demonstrated suitable performance in terms of compressive strength, freeze–thaw resistance, plastic shrinkage crack resistance, and chlorine ion penetration resistance. CONCLUSIONS : The repair material developed in this study has a higher performance than repair mortar, and because it uses a dry shotcrete method, the process and post-processing are simpler than the wet shotcrete method; therefore, it is believed to be more efficient for repair work.

PURPOSES : The purpose of this study is to conduct basic research on the development of repair materials for cross-sectional repair of the concrete of the lower slab ceiling of an old bridge. METHODS : To estimate the performance as restoration materials, cross section rebound test, compressive strength test, flexural strength test, and firing shrinkage test was done. Rebound test was done by weight of amount of rebound and weight of concrete accumulated in frame. Cross section rebound test was done by put ruler in the deepest part of concrete stick on frame. Compressive and flexural strength test was done based on KS F 2405 and KS F 2408. Firing shrinkage test was done based on ASTM C 1579-16. RESULTS : As a result of the experiment, an appropriate bonding thickness was secured by mixing natural fibers, polymers, early steel cement, and expansion materials, and the dust reducing agent was excluded due to the problem of lowering compressive strength. In addition, the amount of rebound was reduced by using a hydro mix nozzle, and plastic shrinkage cracks were also reduced due to the internal curing effect of natural fibers. CONCLUSIONS : This study was a basic study in the development of repair materials for cross-sectional repair of the lower ceiling of an aged bridge slab, and developed a material with appropriate performance. However, there is a problem that the amount of rebound and dust increases depending on the type of cement, so experiments will be conducted by changing the type of cement in future research.

For fast-built and safe precast concrete (PC) construction, the dry mechanical splicing method is a critical technique that enables a self-sustaining system (SSS) during construction with no temporary support and minimizes onsite jobs. However, due to limited experimental evidence, traditional wet splicing methods are still dominantly adopted in the domestic precast industry. For PC beam-column connections, the current design code requires achieving emulative connection performances and corresponding structural integrity to be comparable with typical reinforced concrete (RC) systems with monolithic connections. To this end, this study conducted the standard material tests on mechanical splices to check their satisfactory performance as the Type 2 mechanical splice specified in the ACI 318 code. Two PC beam-column connection specimens with dry mechanical splices and an RC control specimen as the special moment frame were subsequently fabricated and tested under lateral reversed cyclic loadings. Test results showed that the seismic performances of all the PC specimens were fully comparable to the RC specimen in terms of strength, stiffness, energy dissipation, drift capacity, and failure mode, and their hysteresis responses showed a mitigated pinching effect compared to the control RC specimen. The seismic performances of the PC and RC specimens were evaluated quantitatively based on the ACI 374 report, and it appeared that all the test specimens fully satisfied the seismic performance criteria as a code-compliant special moment frame system.

This study presents a dry precast concrete (PC) beam-column connection, and its target seismic performance level is set to be emulative to the reinforced concrete (RC) intermediate moment resisting frame system specified in ACI 318 and ASCE 7. The key features include self-sustaining ability during construction with the dry mechanical splicing method, enabling emulative connection performances and better constructability. Test specimens with code-compliant seismic details were fabricated and tested under reversed cyclic loading, which included a PC beam-column connection specimen with dry connections and an RC control specimen. The test results showed that all the specimens failed in a similar failure mode due to plastic deformations in beam members, while the hysteretic response curve of the PC specimen showed comparable and emulative performances compared to the RC specimen. Seismic performance evaluation was quantitatively addressed, and on this basis, it confirmed that the presented system can fully satisfy all the required performance for the intermediate RC moment resisting frame.

This study aims to investigate the physicochemical properties of meat analogs by using high and low moisture extrusion processes to create a plant-based analog burger patty material. The isolated soy protein blends of low- and high-meat analogs (LMMA and HMMA) were texturized using the twin-screw extruder equipped with a cooling die. The highest hardness, cohesiveness, chewiness, and cutting strength were observed in beef, but the highest stringiness was indicated in HMMA. The highest integrity index was seen in beef, while LMMA had the highest nitrogen solubility index (NSI). LMMA also had the highest water holding capacity (WHC) and water absorption capacity (WAC), whereas beef had the highest oil absorption capacity (OAC). LMMA had the highest emulsifying activity (EA) and emulsion stability (ES) in emulsifying properties. Further, the highest protein digestibility was revealed in LMMA. This study suggested that extrusion process types influence the quality of meat analog, which could be the elementary source for manufacturing the analog burger patty.

This study is conducted to verify the seismic reinforcement effects of internally inserted buckling-restrained braces supported laterally by buckling-restrained rings for the seismic reinforcement of existing reinforced concrete buildings with non-seismic details. First, to evaluate the performance of KDS, the hysteretic characteristics of buckling-restrained braces are verified, and it is discovered that they satisfy the conformance criteria of the displacement-dependent damping device. Three full-scale, two-story reinforced concrete framework specimens are prepared to verify the seismic reinforcement effects, and the proposed buckling-restrained braces are bolstered with single diagonal and V-shaped braces to be compared with non-reinforced specimens. By performing a comparison with non-reinforced specimens that present intensive shear cracks at the bottom of first-floor columns, it is revealed that the maximum load and energy dissipation of specimens reinforced with the proposed buckling restrained braces, in which the structural damage extends evenly throughout the system, are approximately 4 and 6.2 times higher, respectively, which proves the effectiveness of the proposed seismic reinforcement method.

소고기의 건식 숙성 기간을 단축하고자 연육과 관련된 효소 활성이 높은 15-36oC 온도범위에서 저습도로 숙성할 수 있는 라디오파 숙성장치를 개발하였다. 이 장치는 평행 판 전극 사이에 소고기를 넣고 라디오파를 가하여 유전가열이 되는 현상으로 고기의 온도를 높였고, 냉풍을 이용하여 습도를 낮춰서 고기표면이 건조되게 하였다. 이 장치를 이용하여 2등급 소고기 채끝 부위를 숙성시킨 결과 40 W/ kg로 가열하여 고기 품온이 30oC를 초과하는 온도 범위 24 h 숙성할 경우 12.3%, 10-30oC 온도 범위에서 숙성시킬 경우 55.2% 연육효과가 나타났다. 라디오파 숙성 중 제상 과정 없이 냉풍을 계속 가할 경우 미생물 증식에 의한 문제가 발생하지 않았으며, 이러한 연육 효과는 기존 건식숙 성 21일간 절단강도 17% 감소하는 것에 비해 매우 단시간 나타난 것으로 숙성기간을 크게 단축할 수 있음을 확인 하였다. 닭고기와 돼지고기는 육질의 차이로 라디오파 숙성에 의한 연육 효과가 나타나지 않았다.

Dry etching of copper thin films is performed using high density plasma of ethylenediamine (EDA)/ hexafluoroisopropanol (HFIP)/Ar gas mixture. The etch rates, etch selectivities and etch profiles of the copper thin films are improved by adding HFIP to EDA/Ar gas. As the EDA/HFIP concentration in EDA/HFIP/Ar increases, the etch rate of copper thin films decreases, whereas the etch profile is improved. In the EDA/HFIP/Ar gas mixture, the optimal ratio of EDA to HFIP is investigated. In addition, the etch parameters including ICP source power, dc-bias voltage, process pressure are varied to examine the etch characteristics. Optical emission spectroscopy results show that among all species, [CH], [CN] and [H] are the main species in the EDA/HFIP/Ar plasma. The X-ray photoelectron spectroscopy results indicate the formation of CuCN compound and C-N-H-containing polymers during the etching process, leading to a good etch profile. Finally, anisotropic etch profiles of the copper thin films patterned with 150 nm scale are obtained in EDA/HFIP/Ar gas mixture.

This study was carried out to investigate milling's effect on the pasting properties and storage stability of dry-milled rice flour. Rice flour's moisture content was increased from 9.48% to 9.80% after going through a rice polisher, and the crude fat content of rice flour was decreased from 0.91% to 0.62% after going through a rice polisher. In the color index of rice flour, the rice polisher was only affected by yellowness. The pasting properties were verified through RVA, and it was confirmed that the use of a rice polisher had no significant effect on the pasting properties. As a result of observing the changes in fatty acid value, it was ascertained that the storage period could be increased using the rice polisher. These results suggest that the rice polisher can increase the storage period without changing the pasting properties.

This study was conducted to investigate the effect of dietary total mixed ration (TMR) supplementation and dry-aging period on the physico-chemical and sensory quality of striploin (longissimus lumborum) from multiparous Hanwoo cows. The experimental cows were divided into two treatments (n=3/treatment) according to the type of feed: in one treatment (slaughter age: 87±6 months old, parity: 5±1) the cows were fed on TMR for 7 months before slaughter, while in the other treatment (slaughter age: 83±9 months old, parity: 5±2) the cows were fed on concentrate and rice straw (CRS) for the whole rearing period. After slaughtering, the striploins were dry-aged for 20 or 40 days at 2±1℃, 85% relative humidity and 2 m/sec air flow velocity and then utilized for quality measurements. The pH value, cooking loss, and hypoxanthine content were higher (p<0.05) for the striploins dry-aged for 40 days than for those dry-aged for 20 days. Notably, the inosine 5’-monophosphate content was decreased (p<0.05) by increasing the dry-aging time. With regard to microbiological quality, the striploins dry-aged for 40 days exhibited lower (p<0.05) lactic acid bacteria counts and higher (p<0.05) coliform counts than those dry-aged for 20 days. Moreover, the tenderness and overall liking scores based on sensory evaluation were higher (p<0.05) for the dry-aged striploins of the TMR treatment and those dry-aged for 40 days than for the CRS treatment and those dry-aged 20 days, respectively. These findings suggest that dietary TMR supplementation leads to an increase in the sensory preference of dry-aged striploins from multiparous Hanwoo cows, and alteration of the CRS into the TMR may improve the quality of dry-aged Hanwoo beef.

In this study, partially dry transfer is investigated to solve the problem of fully dry transfer. Partially dry transfer is a method in which multiple layers of graphene are dry-transferred over a wet-transferred graphene layer. At a wavelength of 550 nm, the transmittance of the partially dry-transferred graphene is seen to be about 3% higher for each layer than that of the fully dry-transferred graphene. Furthermore, the sheet resistance of the partially drytransferred graphene is relatively lower than that of the fully dry-transferred graphene, with the minimum sheet resistance being 179 Ω/sq. In addition, the fully dry-transferred graphene is easily damaged during the solution process, so that the performance of the organic photovoltaics (OPV) does not occur. In contrast, the best efficiency achievable for OPV using the partially dry-transferred graphene is 2.37% for 4 layers.

생육, 습식 숙성육, 건식 숙성육을 종류별 3종을 구입하여 냉장 상태로 보관하면서 pH, 휘발성 염기질소(VBN), 미생물 정량, 우점균을 분석하였다. 초기 생육, 건식 숙성 육의 중온균은 3.3-3.9 Log CFU/g, 습식 숙성육은 경우 5.4 Log CFU/g 이였으나, 냉장으로 18일 보관 후 생육과 건식 숙성육에 존재하는 중온균은 6.1-6.4 Log CFU/g로 증가하였다. 습식 숙성육의 경우 Lactic acid bacteria (LAB) 는 냉장 보관시 4.5-6.0 Log CFU/g으로 나타났으나, 건식 숙성육에서는 검출되지 않았다. 저장 기간이 길어짐에 따라 중온균, 저온균, LAB, 효모 및 곰팡이 수가 증가하였으나, 식품매개 병원성 미생물은 검출되지 않았다. 식육의 오염 및 부패 판단은 7 Log CFU/g 이상으로 규정하고 있어 본 연구 결과에 의하면 12일 이상 냉장 보관하였을 경우 6-7 Log CFU/g으로 기준을 초과하였다. 이 때 VBN이 평균 15 mg%으로 부패의 초기 단계로 판단 할 수 있었다. 냉장 보관에 따른 우점 미생물은 다양한 양상으로 나타냈 다. 생육에서는 초기 우점균으로 S. saprophyticus가 분석 되었으나, VBN이 증가함에 따라 Carnobacterium divergens 가 우점하는 양상을 나타냈다. 습식 숙성육에서 Carnobacterium divergens가 냉장보관 초기에 우점 미생물로 분석되었으나, 이후 Lactobacillus sakei가 우점균으로 분석되었다. 건식 숙성육의 경우 Dermacoccus nishinomiyaensis 가 냉장보관 초기에 우점하였으나 이후 Pseudomonas fragi 가 우점균으로 변화하였다. 부패의 초기 단계에서 특정 박 테리아의 역할 외에도 부패, 향기 분석 및 숙성 육류의 성분 변화에 대한 연구를 수행하여 숙성 육류의 안전한 유통 및 보관에 활용할 수 있다고 판단된다.

Additively manufactured metallic components contain high surface roughness values, which lead to unsatisfactory high cycle fatigue resistance. In this study, high cycle fatigue properties of selective laser melted Ti-6Al- 4V alloy are investigated and the effect of dry-electropolishing, which does not cause weight loss, on the fatigue resistance is also examined. To reduce the internal defect in the as-built Ti-6Al-4V, first, hot isostatic pressing (HIP) is conducted. Then, to improve the mechanical properties, solution treatment and aging are also implemented. Selective laser melting (SLM)-built Ti64 shows a primary α and secondary α+β lamellar structure. The sizes of secondary α and β are approximately 2 μm and 100 nm, respectively. On the other hand, surface roughness Ra values of before and after dry-electropolishing are 6.21 μm and 3.15 μm, respectively. This means that dry-electropolishing is effective in decreasing the surface roughness of selective laser melted Ti-6Al-4V alloy. The comparison of high cycle fatigue properties between before and after dry-electropolished samples shows that reduced surface roughness improves the fatigue limit from 150 MPa to 170 MPa. Correlations between surface roughness and high cycle fatigue properties are also discussed based on these findings.