• Title/Summary/Keyword: standard testing method

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A Study on the Toxic Gases and Smoke Hazard of PASCON Trough (파스콘 트로프의 연기유독성에 관한 연구)

  • Lee, Chang-Woo;Hyun, Seong-Ho;Choi, Don-Mook
    • Fire Science and Engineering
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    • v.20 no.2 s.62
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    • pp.1-7
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    • 2006
  • The aim of the research is to estimate the effect of smoke and combustion gases on humane body indirectly through measuring the toxicity of those. For this purpose, the toxic index of smoke and combustion gases was investigated by smoke hazard test and analysis of smoke which were conducted by KS F 2271 and NES 713 method respectively. It i s proved by KS F 2271 method that PASCON trough is suitable to the testing standard of interior material and construction of building. In addition, it is identified by NES 713 method that combustion gases occurring in PASCON product were only carbon dioxide and carbon monoxide, and the smoke index of those was 0.944. This value means that the hazard effect of smoke gases on humane ! body can possibly happens when exposed to the smoke gases for more than 30 min. In aspect of the domestic situation that have not regulated the hazard estimation and the emissions of smoke when the flame retarding ability of the products have been requested, the toxic indexes of PASCON products are comparatively low.

Experimental Study on the Hygrothermal Ageing Effect to the Strength of CFRP Materials for Marine Leisure Boat (열수노화 조건에서 레저선박용 탄소섬유강화플라스틱의 강도변화에 관한 실험적 연구)

  • Jeong, Han Koo;Noh, Jackyou
    • Journal of the Society of Naval Architects of Korea
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    • v.55 no.3
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    • pp.205-214
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    • 2018
  • This paper deals with the experimental study on the hygrothermal ageing effect to the strength of Carbon Fiber Reinforced Plastics (CFRP) materials for marine leisure boat manufactured by vacuum assisted resin infusion method. The experiments performed consist of tensile, flexural and shear tests according to American Society for Testing and Materials (ASTM) and Korean Industrial Standards (KS) test methods. Test coupons are varied from uni-directional(UD, $0^{\circ}$, $90^{\circ}$), Bi-Directional (BD), and Double-Bias (DB) carbon fiber fabrics in conjunction with epoxy resin. The results of tensile test show that tensile strength reduces significantly while not the same degree of reduction is observed for elasticity modulus with respect to the existence of hygrothermal ageing effect. This implies that the tensile strain induced from external load holds steady values but ultimate strength values change widely under hygrothermal ageing effect. In case of the flexural test, $0^{\circ}$ UD shows more strength reduction than $90^{\circ}$ UD while BD has reduced values in both flexural strength and elasticity modulus under hygrothermal ageing effect. It is learned that the bending strain induced from external load and ultimate strength values are reduced with respect to hygrothermal ageing effect. Shear test performed only on DB materials, and the results show marginal reduction in ultimate strength and moderate reduction in elasticity modulus. This means that the shear strain varies more than ultimate shear strength with respect to hygrothermal ageing effect. The experiment conducted in this paper clearly demonstrates the differences in material properties of the CFRP for the consideration of hygrothermal ageing effect. Findings obtained from this experimental study can serve as a fundamental input data for the realistic structural responses of marine leisure boat built in CFRP materials.

A Study on Optimal fuzzy Systems by Means of Hybrid Identification Algorithm (하이브리드 동정 알고리즘에 의한 최적 퍼지 시스템에 관한 연구)

  • 오성권
    • Journal of the Korean Institute of Intelligent Systems
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    • v.9 no.5
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    • pp.555-565
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    • 1999
  • The optimal identification algorithm of fuzzy systems is presented for rule-based fuzzy modeling of nonlinear complex systems. Nonlinear systems are expressed using the identification of structure such as input variables and fuzzy input subspaces, and parameters of a fuzzy model. In this paper, the rule-based fuzzy modeling implements system structure and parameter identification using the fuzzy inference methods and hybrid structure combined with two types of optimization theories for nonlinear systems. Two types of inference methods of a fuzzy model are the simplified inference and linear inference. The proposed hybrid optimal identification algorithm is carried out using both a genetic algorithm and the improved complex method. Here, a genetic algorithm is utilized for determining initial parameters of membership function of premise fuzzy rules, and the improved complex method which is a powerful auto-tuning algorithm is carried out to obtain fine parameters of membership function. Accordingly, in order to optimize fuzzy model, we use the optimal algorithm with a hybrid type for the identification of premise parameters and standard least square method for the identification of consequence parameters of a fuzzy model. Also, an aggregate performance index with weighting factor is proposed to achieve a balance between performance results of fuzzy model produced for the training and testing data. Two numerical examples are used to evaluate the performance of the proposed model.

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Improvement of Lift-off Tests via Field Evaluation of Residual Load in Ground Anchor (현장 잔존긴장력 평가를 통한 리프트오프 시험 방법 개선)

  • Song, minkwon;Park, Seong-yeol;Lee, Sangrae;Cho, Wanjei
    • Journal of the Korean Geotechnical Society
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    • v.35 no.5
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    • pp.43-51
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    • 2019
  • At present, the ground anchor method is commonly applied to securing the slope stability in Korea. The ground anchor is reported to decrease in tensile load due to aging and environmental influences with time such as corrosion, relaxation, creep and so on. In Korea, the lift-off test is performed for the periodic inspection or cases when the symptoms of deterioration on anchors and the residual tensile load of the anchors is checked. However, the current lift-off test standard (MOLIT, 2010) is not fully specified in details. In this study, the factors affecting the lift-off test were investigated based on the previous research and foreign standards and lift-off tests were performed with consideration for the loading and unloading cycle, load increment method, and tensioning tendon method. Based on the results, this paper proposes improved testing and evaluation procedures of the lift-off test considering the workability and time limits in the field.

Liquefaction Evaluation by One-Dimensional Effective Stress Analysis Using UBC3D-PLM Model (UBC3D-PLM 모델을 이용한 1차원 유효응력해석에 의한 액상화 평가)

  • Jung-Hoe Kim;Hyun-Sik Jin
    • The Journal of Engineering Geology
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    • v.33 no.1
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    • pp.151-167
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    • 2023
  • This study compares the revised method in loose saturated sandy ground where the LNG storage tank will be installed with an evaluation method by one-dimensional effective stress analysis using the UBC3D-PLM model. Various laboratory and field tests were conducted to establish the parameters necessary for evaluation. The revised liquefaction evaluation method using the seismic response analysis result and N value from standard penetration testing evaluated the possibility of liquefaction as high, but assessment using effective stress analysis, which can consider various liquefaction resistance factors, found the site to be somewhat stable against liquefaction. One-dimensional finite element analysis using UBC3D-PLM modeling facilitated easier assessment of stability against liquefaction than the other methods and minimized the area required for reinforcement against liquefaction. In addition, it is expected that two-and three-dimensional numerical analysis considering the foundation of the LNG storage tank can identify the seismic design and behavior when liquefaction occurs.

Analysis Method Considering the Ground Reinforcement Effect of Micropile by Field Loading Tests (재하시험을 통한 소구경말뚝의 지반보강효과를 고려한 해석법)

  • Hong, Seok-Woo
    • Journal of the Korean Geotechnical Society
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    • v.25 no.1
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    • pp.89-99
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    • 2009
  • Compared to standard piling methods, micropile construction can be used in downtown areas since it generates less vibration and noise. Since it only causes less soil disturbance, it is commonly used as reinforcement to existing structures. In this study, a field wherein the bearing capacity and settlement of soil can not support the weight of the superstructure was selected and micropiles were implemented instead of ordinary piles. The deformation modulus of the micropile reinforced ground was determined and was directly reflected in the design. Loading testing was used to check whether or not the allowable bearing capacity satisfies the condition of the designed bearing capacity. The computed deformation modulus based from the test was used in the numerical analysis of soil to investigate the stability of the foundation and analysis method. And a method for controlling the bearing capacity and settlement was recommended.

A Study on Standardization of Test Method for Water Vapour Permeability of Textiles Fabrics (군용 피복류의 투습도 시험방법 표준화 연구)

  • Lee, Min-Hee;Hong, Seong-Don;Chung, Il-Han
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.10
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    • pp.27-33
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    • 2016
  • Military textiles with breathable waterproof materials are expanding as form of winter clothes. Waterproof moisture-permeable clothes are very important for soldiers to survive in cold weather operations because they prevent loss of body heat from the penetration of water into the human body. Korea military uses the water resistance and moisture permeability to test the performance of waterproof moisture-permeable materials. Moisture permeability is measured according to the amount of evaporated water vapor passing through a fabric under specified temperature and humidity by using acetic acid potassium presented in KS K 0594. However, the test procedure for measuring the moisture permeability in the standard is presented only briefly and the preparation procedures for the test in accredited testing institutions are applied differently, leading to significant deviation of the results. This paper compares the procedures of testing institutions and examines the factors that affect moisture permeability. Finally, we propose a procedure to reduce the deviation of results and apply the proposed procedure in testing institutions. Our analysis results with one-way ANOVA under significant level (0.05) confirm that the deviation of results is reduced.

Properties of Hot Weather Nuclear Power Plant Concrete with Water Cooling Method and Retarding used (배합수 냉각방법 및 지연제 사용에 따른 서중 원전콘크리트의 특성)

  • Lee, Seung-Han;Jung, Yong-Wook;Jang, Seok-Soo;Yeo, In-Dong;Choi, Jong-Oh
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.14 no.9
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    • pp.4602-4609
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    • 2013
  • In summer and winter, the difference between the temperature during the day and that during the night is high, which leads to various problems during concrete placement, such as cracks and defects in the concrete as well as low durability and strength. Although nuclear power plant concrete is widely used for placement in all seasons, particular attention must be paid to its quality during the summer. Therefore, we evaluated the effects of a cooling method for mixing water, which is a commonly used hot weather precooling method, and the use of a retarder, on the characteristics of Nuclear Power Plant concrete. In the cooling method for mixing water, cold water at 5 was used, with 50% of the water content consisting of ice flakes. The effects of using a retarder were evaluated by reviewing the characteristics of the cement at the unset stage and after hardening. To evaluate the characteristics of the unset cement, we measured the slump, air volumes, setting times, and pressure strengths after hardening. Furthermore, we measured the heat of hydration at different temperatures; the loss of heat was minimized using insulation. Both the slump time and the complete ageing time of the air volume were found to be 120 min at $20^{\circ}C$ and 40 min at $40^{\circ}C$. In the case when the cooling method for mixing water was used and in the case when a retarder was used, the initial and final sets by penetration resistance were delayed, and the delay decreased with increasing air temperature. For the heat of hydration, the cooling method for mixing water not only lowered the maximum temperature but also delayed its attainment. However, the use of a retarder had no effect on the maximum temperature. Moreover, in the early ages (e.g., 3 and 7 days), the pressure strength of the concrete was lower than that of plain cement. However, the strength of 28-day concrete met the standard construction specifications.

An experimental study on the improving reliability of grouting by using p-q-t chart analyzing technique (P-q-t chart 분석기법을 이용한 그라무팅 신뢰성 향상 방안에 관한 실험적 연구)

  • Chon, Byung-Sik;Choi, Dong-Chan;Kim, Jin-Chun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.10 no.4
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    • pp.383-395
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    • 2008
  • The grouting is one of the improved techniques which is aim to decrease the permeability and to strengthen the soft ground. But The grouting method has many problems about a suitability of grouting procedure and an effectiveness of grouting after grouting work because of a technical characteristic operated inside the soil. The grouting $p{\sim}q{\sim}t$ chart of a typical index about grouting rate and time alteration of grouting pressure is one method to estimate the suitability of grouting factor with monitoring during grouting procedure. This study is automatic grouting system (AGS) which can control the testing and grouting procedures. It can make the detailed $p{\sim}q{\sim}t$ chart and analyze the grouting characters of the ground by comparing the detailed pattern of $p{\sim}q{\sim}t$ chart with standard pattern. If using the $p{\sim}q{\sim}t$ chart derived from AGS in the grouting work, it is an objective standard estimating the suitability of grouting factor with grouting materials, grouting method, grouting rate and grouting pressure, as results it expects successfully to improve reliability of the grouting work.

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Evaluation of Efficacy and Risk of Intradermal Skin Testing for Antibiotic Pharmacotherapy in Hospital of Korea (한국 병원의 항생제 치료를 위한 항생제피부반응시험에 대한 유효성 및 위험성 평가)

  • Kim, Kyeong Ha;Lee, Yun Jeong;Lim, Sung Cil
    • YAKHAK HOEJI
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    • v.58 no.4
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    • pp.229-244
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    • 2014
  • Background: Antibiotic skin test(AST) is very useful for the diagnosis of drug allergies to prevent immediate allergic reactions. Although it is a safe and widespread method, it is performed very diversely by doctors and nurses without consistency and it also differs from countries and hospitals. This study aims to evaluate the current practice of AST by nurses in Korea and to compare it to the general guidelines. Methods: During January 1, 2013 to May 20, 2013, the study was conducted as questionnaires and case-based survey. The questionnaires were given to the nurses who were randomly selected in various University Hospitals (University Hospitals N=276, and Medical center N=19). The case-based surveys were given to the nurses who were conducting AST at various wards of a University Hospital (N=130). The analysis and evaluations of the responses were carried out. Results: The response rate for the questionnaires was 97.6% and 130 cases of the actual case-based surveys were collected. There were clear differences between the survey results and the general guidelines, such as the method of skin test (skin prick test was not conducted), the method of patient selection for AST, test drugs, concentration, volume and interpretation of AST. AST conducted by nurses was highly variable and inconsistent, even among nurses who worked in the same wards and hospitals. Manufactured standard concentration antibiotic solution of AST showed consistency of concentration to a certain degree. Conclusion: Although the general guidelines have been published by several countries including Korea, these are not a great help to nurses as they lack details for conducting AST, practical consideration for nurses in the clinical setting, propagation and education. Standardized guideline for nurses should be published and it should be a safe, clear, comfortable and easily accessible protocol. Futhermore, additional antibiotic solutions to standardize skin test should be developed and manufactured. Lastly, it would be the pharmacists role to compare their hospitals antibiotic skin test methods with the standard guidelines and develop a protocol within the hospital for patients' safety, and to strive to consistently implement it.