• Journal of Animal Environmental Science
• /
• v.14 no.3
• /
• pp.167-174
• /
• 2008

This survey was conducted to investigate housing types of Korean native cattle and beef cattle farms in Korea. The farm sized over 50 heads of cattle, 7,433 farms were surveyed. Regarding housing types for Korean native cattle and beef cattle, litter barn, freestall, mooring+litter ground and others accounted for 87.1, 9.8, 3.0, and 2.9 %, respectively. Most of Korean native cattle and beef cattle farms (94.7%) used litter floor rather than scraper. As for roof types, slate, panel, iron plate, galvanized plate, colored iron plate and sunlight represented 32.2, 13.7, 12.2, 10.2, 9.7, and 8.9 %, respectively. Open side wall type and winch curtain were 55.6, and 47.6 %, respectively. Bigger farms seemed to used more winch curtain than open style. Utilization period of automatic feeder, waterer, electric facility, and cooling facility was 6.7, 8.0, 8.5, and 6.0 years, respectively.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.23 no.7
• /
• pp.120-128
• /
• 2019

It is very important to verify the seismic performance and stability of the power plant fixture in the domestic power plant, because earthquakes have increased in frequency around the world which resulted in the frequent occurrence of power plant damage caused by the failure of electric power facilities. In this study, through the on-site inspection of power plant fixation unit installed in domestic power plants, we carried out structural performance evaluation of the fixation unit anchor bolts installed on the concrete slabs. The field survey showed M12 J hook anchor bolts were used. Anchor bolt pullout and shear performance evaluation were performed based on ASTM E 488-96 standard. Moreover, artificial crack with the width of 0.5 mm was applied during the experiment based on ATM355.4 and ETAG 001. The comparison of M12 J hook anchor bolt pullout and shear test result to design value required in domestic and international design standard, show a satisfactory result. M12 J hook anchor pullout and shear performance was found to be about 35% and 7%, respectively, higher than the required design value.

• Journal of the Korean Society of Fisheries and Ocean Technology
• /
• v.23 no.2
• /
• pp.61-65
• /
• 1987

In this study, the characteristics of TRC (tensile restraint crack) critical stress in the gravity type underwater wet welding process and in the in-air welding have been investigated for Y, y and 45$^{\circ}$r grooves using the KR Grade A-3 steel plates and the E4303 covered electrodes. The following results were obtained: (1) In the TRC tests, the initial critical stress of Y groove is higher than those of the 45$^{\circ}$r single bebel grooves in both in-air and underwater weldings, and the cold fracture sensitivity is higher in the underwater welding than in the in-air welding. (2) The hardness of underwater weld metal is the highest in heat affected zone is about Hk 365 in the in-air weld but Hk 670 in the underwater weld which is higher for cooling speed is more rapid, resulting in the lower critical stress by increase of fracture sensitivity. (3) The diffusible hydrogen quantity for 48 hours is about 18cc/100g-weld-metal in the in-air welding but 48cc/100g-weld-metal in the underwater welding. So that, in the case of underwater welding the diffusible hydrogen penetrates about 3 times more than that in the in-air welding.

• Journal of the Korean Society of Fisheries and Ocean Technology
• /
• v.23 no.2
• /
• pp.15-15
• /
• 1987

In this study, the characteristics of TRC (tensile restraint crack) critical stress in the gravity type underwater wet welding process and in the in-air welding have been investigated for Y, y and 45°r grooves using the KR Grade A-3 steel plates and the E4303 covered electrodes. The following results were obtained: (1) In the TRC tests, the initial critical stress of Y groove is higher than those of the 45°r single bebel grooves in both in-air and underwater weldings, and the cold fracture sensitivity is higher in the underwater welding than in the in-air welding. (2) The hardness of underwater weld metal is the highest in heat affected zone is about Hk 365 in the in-air weld but Hk 670 in the underwater weld which is higher for cooling speed is more rapid, resulting in the lower critical stress by increase of fracture sensitivity. (3) The diffusible hydrogen quantity for 48 hours is about 18cc/100g-weld-metal in the in-air welding but 48cc/100g-weld-metal in the underwater welding. So that, in the case of underwater welding the diffusible hydrogen penetrates about 3 times more than that in the in-air welding.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.18 no.3
• /
• pp.452-459
• /
• 2017

In recent years, to reduce self-weight of structural elements, the use of SCP (Steel Concrete Plate) instead of prestressed concrete is increasing. Because SCP has a complicated sectional shape and includes a large number of studs, the use of high-fluidity concrete is required. Therefore, in this study, to prevent the restrained shrinkage behavior by the stud, the effects of using an expansive agent (EA) and shrinkage reducing agent (SRA) were investigated, and the optimal mixture proportions to maximize the filling capacity were determined based on the fine aggregate ratio. The test results indicated that the combined use of EA and SRA exhibited the smallest shrinkage. The ratio of the crushed sand and washed sea sand was determined to be 5:5, and the proper fine aggregate ratio was found to be 55.6%, because when the ratio was too high, a decrease in strength and an increase in shrinkage strain were expected. The high-fluidity concrete effectively filled the large-sized SCP module.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.16 no.11
• /
• pp.1999-2010
• /
• 1992

The fixed slab analogy device which can measure stress intensity factors(S.I.F) experimentally by slab analogy theory is developed in this paper. The margin of errors resulted from the new testing apparatus are between 0.02% and 8.25%. Therefore, it is assured that this one can be effectively used for the more accurate measurement of S.I.F.( $k_{I}$, $k_{I I}$) than conventional apparatus. The pitch of master grating used in this experiment is 0.1mm It is known that the ratio of the distance from crack tip to the crack length on obtaining the accurate stress intensity factor is between 0.4 and 0.7. The optimum curvature radius of slab is about 125mm. The thickness of slab(plate) used in the fixed slab analogy device is 0.05mm(P.V.C. ; E = 64 MN/ $m^{2}$, .nu.=0.38), which is proved to be suitable for the test. The optimum material for the frame(slab`s external boundary) is a alloy tool steel(SKS 5) plate and its thickness is 1mm. In this research, the rigid cracks are directly bonded to the slab surface by cyanoacrylate adhesive for the easiness of slab making and conformity to the practical crack figure. The material of rigid crack is thin steel plate. It is expected that the developed method can be used effectively for the analysis of $k_{I}$ and $k_{I I}$ of arbitrary shaped or distributed cracks.cks.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2016.11a
• /
• pp.177-177
• /
• 2016

우수한 내식성을 가지는 Zn 박막은 자동차, 가전제품, 전자제품 등에 사용되는 철 생산품의 수명 연장을 위하여 널리 사용되어 왔다. 최근 개발된 Zn-Mg 합금 박막은 Zn나 Mg에 비해 우수한 내식성을 나타내는 Zn-Mg 합금상을 형성하기 때문에 순수한 Zn 박막이나 다른 Zn 계 합금 박막에 비해 우수한 내식성을 가진다고 보고된 바 있다. 본 연구에서는 다양한 합금상의 형성을 위해 Mg 중간층 두께를 제어하며 Zn/Mg/Zn 다층 박막들을 합성하였으며 열처리를 통한 합금상의 변화, 그에 따른 박막의 내식성에 관해 연구하였다. Zn/Mg/Zn 다층 박막은 총 $4{\mu}m$의 두께로 Mg 중간층의 두께를 변화하였으며 비대칭 마그네트론 스퍼터링 공정을 이용하여 냉연강판 위에 합성하였다. 합성된 다층 박막은 다양한 Zn-Mg 합금상을 형성하기 위하여 진공로를 이용하여 $200^{\circ}C$에서 1시간 동안 어닐링 열처리를 실시하였다. 열처리 전, 후 Zn/Mg/Zn 다층 박막의 미세조직과 조성은 X선 회절 분석기 (XRD)와 전계방출형 주사전자현미경 (FE-SEM)과 글로우 방전 분광분석기 (GDEOES)를 사용하여 분석하였다. 어닐링 열처리를 통한 Zn-Mg 합금상 형성이 Zn/Mg/Zn 다층 박막의 내식성에 미치는 영향을 평가하기 위하여 동전위 분극시험과 EIS(Electrochemical impedance spectroscopy) 분석 실시하였다. FE-SEM과 GDOES 분석 결과, Zn/Mg/Zn 다층 박막들 각각의 중간층 Mg 두께는 1.5, 2.0, $2.5{\mu}m$ 였으며, 어닐링 열처리 후 중간층의 Mg이 상, 하부의 Zn 층으로 확산되면서 박막을 치밀한 구조로 변화시키는 것으로 확인되었다. XRD 분석 결과, 열처리를 하지 않은 Zn/Mg/Zn 다층 박막들에서는 Mg 상의 피크의 강도 차이만 존재할 뿐 Zn-Mg 합금상은 형성되지 않았다. 그러나 열처리를 후 Zn/Mg/Zn 다층 박막들에서 $MgZn_2$ 합금상이 형성되었으며, 중간층 Mg 두께가 $1.5{\mu}m$ 이하인 박막에서는 Zn 상이, 초과하는 박막에서는 Mg 상이 잔존하는 것을 확인하였다. EIS 분석 결과, 열처리 후 박막의 전하이동저항 값은 증가하며 박막의 어드미턴스 값이 감소하였으며 Bode phase plot을 통해 열처리 후 시정수(time constant)가 높은 주파수 영역에서 형성 되는 것을 확인하였다. 이는 열처리 후 Zn/Mg/Zn 다층 박막이 치밀해지고 내식성이 향상되었음을 나타낸다. 동전위 분극시험 결과에서도 마찬가지로 열처리 한 Zn/Mg/Zn 다층 박막들은 열처리 전 대비 내식성이 향상되는 것을 확인하였다. 열처리를 통한 Zn/Mg/Zn 다층 박막의 내식성의 향상은 우수한 내식성의 합금상의 형성과 박막 미세구조의 치밀화에 기인한다고 판단하였다. 또한 열처리 한 Zn/Mg/Zn 다층 박막들에서는 Zn와 $MgZn_2$ 상들이 공존 할 경우 가장 우수한 내식성을 나타내었으며, 이는 $MgZn_2$와 Zn 사이의 적은 전위 차이로 인해 갈바닉 부식 효과가 감소되었기 때문으로 판단된다.

• Journal of the Korea Society for Simulation
• /
• v.30 no.3
• /
• pp.11-17
• /
• 2021

The 30mm anti-aircraft gun has been developed with various types of weapon systems such as protective, protective complex, and wheel-type anti-aircraft artillery. The role of this anti-aircraft gun is an important anti-aircraft weapon in charge of air defense. Anti-aircraft weapons are tasked with defending the airspace from aircraft attacks. In particular, anti-aircraft weapons are organized in combination with mechanized units. And anti-aircraft weapons are prone to attack by enemies because they operate on the front lines of the battlefield. The enemy is expected to attack our troops by covering up or concealing as much as possible in order to increase their viability. Therefore, this study analyzed whether our 30mm anti-aircraft bullets could subdue the enemy in cover. This study analyzed the performance of 30mm anti-aircraft bullets using the M&S technique. For this study, live shooting and simulation method by M&S were used for the experiment. In this study, steel plate and plywood were used for the live shooting experiment. In addition, in the simulation process through M&S, this study used the PRODAS model, AUTODYN model, and Split-x model to analyze the trajectory, penetration, and fragmentation capability of 30mm anti-aircraft bullets. According to the experimental results, it has been proven that 30mm anti-aircraft bullets can destroy enemy armored vehicles. 30mm anti-aircraft bullets succeeded in quickly subduing enemies concealed in general buildings or forests. In this way, it was possible to minimize damage to allies in advance.

• Journal of the Korean GEO-environmental Society
• /
• v.12 no.11
• /
• pp.71-77
• /
• 2011

Recently, non-destructive stress measurement method using magnetic anisotropy sensor has been applied to the construction site such as steel bridges and steel pipes. In addition, steel rib used in the tunnel construction site was found to be possible to measure the stress by non-destructive method. In this study, steel loading experiments using magnetic anisotropy sensor developed in Japan and strain gauges were conducted to derive stress sensitivity curve for domestic steel SS400. Also, additional steel loading experiments and numerical analysis were performed for evaluation of applicability for non-destructive stress measurement method using magnetic anisotropy sensor. As a result of this study, stress sensitivity curves for domestic steel SS400 were derived using output voltage measured by magnetic anisotropy sensor and average of stress measured by strain gauges depending on the measurement location. And as a result of comparing additional steel loading experiments with the numerical analysis, error level of magnetic anisotropy sensor is around 20MPa. When considering the level of the yield stress(245MPa) of steel, in case of using magnetic anisotropy sensor in order to determine the stress status of steel, it has sufficient accuracy in engineering. Especially, magnetic anisotropy sensor can easily identify the current state of stress which considers residual stress at steel structure that stress measurement sensor is not installed, so we found that magnetic anisotropy sensor can be applied at maintenance of steel structure conveniently.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.27 no.4
• /
• pp.45-53
• /
• 2023

In this study, to analyze the correlation of surface chloride and corrosion amount level according to the installation location of steel members exposed to the marine environment, the surface chloride and mean corrosion depth were evaluated by member units for box girder members of the offshore steel bridge and box specimens. The surface chloride was measured monthly using the Bresle method for one year. The corrosion amount was evaluated by converting the weight loss due to corrosion products generated in the monitoring steel plate into mean corrosion depth. As a measurement result of the surface chloride and corrosion amount, relative differences in surface chloride and mean corrosion depth were appeared depending on the shape or installation location of the steel members. Moreover, even if members of the same shape were installed in the same bridge, it was confirmed that the corrosion amount was increased locally and rapidly. The tendency of corrosion amount depending on the surface chloride was evaluated to analyze the correlation between surface chloride and corrosion amount, and the relation equations that can asseses the corrosion amount depending on the surface chloride were analyzed. From the results of the correlation between surface chloride and corrosion amount, it was found that the corrosion amount of the steel member affected by the surface chloride was varied up to about 1.15 times depending on the structural detail.