• 생물환경조절학회지
• /
• 제17권3호
• /
• pp.181-187
• /
• 2008

유한요소해석 코드인 ANSYS를 이용, 폭 5.6m간이 느타리재배사를 3차원 강뼈대 구조물로 모델링하여 베드기둥 형태 및 파이프 규격에 따른 구조적 안전성을 분석하였으며 허용응력 설계법에 기초해 구조안전 여부를 판단하였다. 전산구조 해석 결과, 베드기둥에 따른 구조적 안전성은 안전적설심의 경우, 직립형 베드기둥 구조가 다른 베드기둥 형태보다 훨씬 높게 나타났으나 안전풍속 측면에서는 형태별 차이가 없는 것으로 나타났다. 서까래 규격과 베드기둥 설치 간격에 따른 구조적 안전성은 본 연구에서 고려한 파이프 규격 범위에 있어서 안전풍속 측면의 경우, 베드기둥 설치간격보다 시설 외부적 요소인 서까래 간격에 더 영향을 받는 것으로 나타났으나 안전적설심 측면에서는 안전 풍속과는 반대로 서까래 간격보다는 시설 내부적 구조물인 베드기둥 간격이 더 중요한 것으로 나타났다. 베드기둥의 좌굴에 대한 안전성은 해석의 모든 경우에서 안전한 것으로 나타났다.

• 대한토목학회논문집
• /
• 제42권5호
• /
• pp.671-679
• /
• 2022

국내 탄약 시험장과 군의 포탄 사격 훈련장은 잦은 사격과 폭발 실험으로 인해 충격파와 파편 등의 유해인자가 발생한다. 이에 따라 지역 주민의 민원이 급증하고 있으며 근접한 시설물과 인명피해의 위험이 크다. 최근 건설된 탄약 시험장은 부지확보 제한에 따라 반경 300 m 이내의 좁은 지역에서 화포 사격 및 로켓 추진기관 연소시험 시설을 구축하였으나 적절한 방호구조물이 없어 시설물 피해가 누적되고 있다. 따라서 본 연구에서는 화포 사격 및 로켓추진기관 실험 간 발생하는 소음, 진동, 충격파, 열 효과 등 유해인자에 대한 정량적 데이터를 측정하고 폭발 압력 특성을 분석하여 탄약 시험장의 강재 방호구조물 적용 연구를 수행하였다.

• 대한가정학회지
• /
• 제36권11호
• /
• pp.119-128
• /
• 1998

This study was designed to find tendencies of housing value orientation of the model steel house visitors. Questionnaires were collected in June, 1997, 1,550 in total, 508 cases from Seoul, 456 cases from Pohang, and 486 cases from Kwangyang. Data were analyzed in terms of housing value orientation, using statistical methods including frequencies, mean, percentages, chi-square test and multiple regression. The major findings are as follows; 1. The subjects were highly educated(64% of them were college graduates) with the monthly income over 2,000,000won(approximately $1,540). The average monthy income of the subjects in Seoul, about 4,000,000won($3,070), was much higher than that of other areas. Most of the subjects were condominium owners(72%), who preferred single detatched houses or town houses located in suburban areas. 2. Differences in general tendencies among the three regional groups were statistically significant. Most significantly, subjects living in Pohang regarded the reputation of the building construction company most importnat. Subjects of all three regional areas, especially in Pohang, emphasized investment value. The price of the steel house was regarded as very important by all the groups tested. The housing value orientation was analyzed in 3 aspects; (1) Facility.Plumbing.Structure(FPS), (2) Interior space formation.Design(ID) and (3) Developmental complex.Near Environment(DN). Interior environment level, stability of house structure, and finighing state of interiors were identified as the important factors in the area of FPS(p<.05). The Interior plan organization was the most important factor among ID. As for DN, rated importantly were educational facilities, green areas, convenience of commercial facilities within the developmental complex were rated importantly.

• 소성∙가공
• /
• 제29권1호
• /
• pp.20-26
• /
• 2020

In the design of the metal forming processes, various types of ductile fracture criteria are used to predict crack initiation and to fabricate metallic products without any defects. However, the quantitative measurement method for determination of crack initiation is insufficient. It is very difficult to detect crack initiation in ductile metals with excellent deformability because no significant load drop is observed due to crack generation. In this study, the applicability of acoustic emission sensors, which are commonly used in facility diagnostics, to measure crack initiation during the metal forming process was analyzed. Cylindrical notch specimens were designed using the finite element method to induce a premature crack on the surface of pre heat-treated steel (ESW90) material. In addition, specimens with various notch angles and heights were prepared and compression tests were carried out. During the compression tests, acoustic emission signal on the dies and images of the surface of the notch specimen were recorded using an optical camera in real time. The experimental results revealed that the acoustic emission sensor can be used to detect crack initiation in ductile metals due to severe plastic deformation.

• Ocean Systems Engineering
• /
• 제4권3호
• /
• pp.215-241
• /
• 2014

Steel catenary riser (SCR) is a popular/economical solution for the oil/gas production in deep and ultra-deep water. The behavioral characteristics of SCR have a high correlation with the motion of floating production facility at its survival and operational environments. When large motions of surface floaters occur, such as FPSO in 100-yr storm case, they can cause unacceptable negative tension on SCR near TDZ (touch down zone) and the corresponding elastic deflection can be large due to local dynamic buckling. The generation, propagation, and decay of the elastic wave are also affected by SCR and seabed soil interaction effects. The temporary local dynamic buckling vanishes with the recovery of tension on SCR with the upheaval motion of surface floater. Unlike larger-scale, an-order-of-magnitude longer period global buckling driven by heat and pressure variations in subsea pipelines, the sub-critical local dynamic buckling of SCR is motion-driven and short cycled, which, however, can lead to permanent structural damage when the resulting stress is greatly amplified beyond the elastic limit. The phenomenon is extensively investigated in this paper by using the vessel-mooring-riser coupled dynamic analysis program. It is found that the moment of large downward heave motion at the farthest-horizontal-offset position is the most dangerous for the local dynamic buckling.

• 동력기계공학회지
• /
• 제20권3호
• /
• pp.11-16
• /
• 2016

The effect of carbides on the tensile properties in 0.5C-17Cr-0.5Ni martensitic stainless steel was studied. With the increase of austenitizing temperature, the volume fraction of residual carbide was decreased rapidly. In tempered specimens after quenching, the volume fraction of total carbide was decreased with the increase of austenitizing temperature. In tempered specimens after quenching, strength was decrease and elongation was increased with the increase of austenitizing temperature. Tensile strength was increase and elongation was decreased with the increase of volume fraction of residual and total carbides. With the increase of austenitizing temperature, the tensile properties of mod. 0.5C-17Cr-0.5Ni martensitic stainless was affected greatly by residual carbide than tempered carbide.

• Wind and Structures
• /
• 제36권4호
• /
• pp.263-275
• /
• 2023

As a new kind of construction facility for high rise buildings, the integral steel platform scaffold system (ISPS) consisting of the steel skeleton and suspended scaffold faces high wind during the construction procedure. The lattice structure type and existence of core tubes both make it difficult to estimate the wind load and calculate the wind-induced responses. In this study, an aeroelastic model with a geometry scale ratio of 1:25 based on the ISPS for Shanghai Tower, with the representative square profile, is manufactured and then tested in a wind tunnel. The first mode of the prototype ISPS is a torsional one with a frequency of only 0.68 Hz, and the model survives under extreme wind speed up to 50 m/s. The static wind load and wind vibration factors are derived based on the test result and supplementary finite element analysis, offering a reference for the following ISPS design. The spacer at the bottom of the suspended scaffold is suggested to be long enough to touch the core tube in the initial status to prevent the collision. Besides, aerodynamic wind loads and cross-wind loads are suggested to be included in the structural design of the ISPS.

• 한국지반환경공학회 논문집
• /
• 제23권1호
• /
• pp.39-49
• /
• 2022

확장형 강관말뚝은 강관말뚝 내부에 확관장비를 삽입하여 강관을 확관하여 강관의 단면적을 증가시키는 공법으로 기존에 사용되는 마이크로파일과 비교하여 말뚝의 성능을 향상시킬 수 있는 공법이다. 본 연구에서는 실제 현장에서 강관의 확관이 가능한 확관장비를 개발하였다. 일련의 실내시험 및 현장시험을 통해 개발된 확관 장비의 강관 확장 성능을 확인하였다. 확관장치의 강관확관능력과 확관이 가능한 범위를 평가하기 위해 강관 확관장치의 최대압력에 대한 변형량과 확관시간을 측정한 결과, 강관두께가 얇을수록 변형량이 크게 발생하였으며 확관시간은 증가하였다. 두께 4.0mm 강관의 경우 두께 2.9mm 강관과 비교하여 변형량은 약 30% 적게 발생하였으나, 확관시간이 줄어드는 효과(약 40% 감소)를 얻을 수 있었다. 그리고 실제 지중에서 강관의 확관이 가능한지 확인하기 위해 현장 확관시험을 수행하였으며 지중에서 확관 후 확관 상태를 확인한 결과, 본 연구에서 개발한 강관 확관장치는 지중응력 조건에서도 강관 확관 성능을 발휘할 수 있음을 확인하였다. 마지막으로 확관하기 전 원상태의 강관과 확관 후 강관의 재료성능을 비교하여 확관형 강관말뚝의 역학적 안정성을 검증하였다.

• Journal of Radiation Protection and Research
• /
• 제32권4호
• /
• pp.190-193
• /
• 2007

The objective of this study is to recommend the radiation protection design parameters from the shielding point of view for concrete wall between the decay tank room and the primary pump room in TRIGA Mark-II Research Reactor Facility. The shield design for this concrete wall has been performed with the help of Point-kernel Shielding Code Micro-Shield 5.05 and this design was also validated based on the measured dose rate values with Radiation Survey Meter (G-M Counter) considering the ICRP-60 (1990) recommendations for occupational dose rate limit ($10{\mu}Sv/hr$). The recommended shield design parameters are: (i) thickness of 114.3 cm Ilmenite-Magnetite Concrete (IMC) or 129.54 cm Ordinary Reinforced Concrete (ORC) for concrete wall A (ii) thickness of 66.04 cm Ilmenite-Magnetite Concrete (IMC) or 78.74 cm Ordinary Reinforced Concrete (ORC) for concrete wall B and (iii) door thickness of 3.175 cm Mild Steel (MS) on the entrance of decay tank room. In shielding efficiency analysis, the use of I-M concrete in the design of this concrete wall shows that it reduced the dose rate by a factor of at least 3.52 times approximately compared to ordinary reinforced concrete.

• 에너지공학
• /
• 제22권1호
• /
• pp.8-16
• /
• 2013

A core catcher is considered as a promising engineered system to stabilize the molten corium in the containment during a postulated severe accident in a nuclear power plant. Conceptually, the core catcher consists of a carbon steel body, sacrificial material, protection material, and engineered cooling channel. The cooling capacity of the engineered cooling channel should be guaranteed to remove the decay heat of the molten corium. The flow in ex-vessel core catcher is a combined problem of a two-phase flow in the engineered cooling channel and a single-phase natural circulation in the whole core catcher system. In this study, the analysis of the test facility for the core catcher using the CUPID code, which is a three-dimensional thermal-hydraulic code for the simulation of two-phase flows, was carried out to evaluate its cooling capacity.