• 한국구조물진단유지관리공학회 논문집
• /
• 제17권2호
• /
• pp.71-82
• /
• 2013

형상비 4.5인 축소모형 원형기둥 실험체 8개를 제작하여 일정한 축력 하에서 반복횡하중을 가력하는 실험을 수행하였다. 실험체의 주요변수는 횡방향철근비, 축방향철근비 (2.017%, 3.161%), 축력비 (0, 0.07, 0.15)이다. 모든 실험체의 횡방향 나선철근 체적비는 소성힌지 구간에서 0.3352~0.8938%의 값을 갖는다. 이 값은 도로교설계기준에서 요구하는 최소 심부구속철근 요구량의 39.7~122.3%에 해당하며, 이는 내진설계가 되지 않은 기존 교각이나 내진설계개념으로 설계되는 교각을 나타낸다. 본 연구의 최종목적은 실험적 기초자료의 제공과 함께 성능단계별 균열, 철근의 항복, 파단 등 정량적 수치와 경향을 제공하기 위한 것이다. 본 논문에서는 실험결과를 통해 분석된 실험변수에 따른 교각의 파괴거동, 강도저감거동, 변위연성도에 대해 중점적으로 기술하였다.

• Elastomers and Composites
• /
• 제46권3호
• /
• pp.204-210
• /
• 2011

본 연구에서는 황마/폴리프로필렌 강화 섬유 복합재료를 사출성형 방법으로 제조하였으며, 섬유와 열가소성 기지재의 친화력과 접착력을 향상시키기 위해 말레산 무수물(Maleic anhydride, MA)을 결합제로 사용하였다. 천연 섬유인 황마의 표면처리 관찰을 위해서 주사전자현미경(SEM)과 적외선분광기(FTIR)를 사용하였고, 인장 및 굽힘 특성을 확인하기 위하여 기계적 특성 시험을 수행하였으며, 수분흡수율도 측정하여 비교하였다. 인장 및 굽힘 시험 결과 황마 복합재료(JFRP)는 기지재로 사용된 폴리프로필렌(PP)보다 높은 강도와 탄성계수를 나타내었고, 황마 복합재료의 강도 및 탄성계수는 결합제의 비율을 1~3%까지 증가시킴에 따라 높은 결과를 보였다. 이는 결합제의 비율을 증가시킬수록 섬유와 기지재 사이의 계면접착력을 향상시킬 수 있음을 의미한다.

• 한국세라믹학회지
• /
• 제38권11호
• /
• pp.987-992
• /
• 2001

내화물 등급의 저가 질화규소 분말을 분석 및 가공한 후, 소결조제을 첨가하여 가스압 소결하였다. 원료분말에는 다량의 free Si가 있었으며 Fe, Al, Ca등의 불순물도 각각 0.72wt%, 0.5wt%, 0.31wt%로 다량 존재하였다. 산소와 탄소의 함량도 각각 3.3wt%와 0.4wt%로 많았으며, 96%의 $\beta$-상과 4%의 $\alpha$-상으로 구성하였다. 원료 분말을 탈철처리 및 질화처리 하여 소결조제인 6wt% yttria와 2wt% alumina를 첨가하고, 1823K-2133 K의 온도 범위에서 1시간씩 소결하여 소결거동을 조사하였다. 또, 2123K에서 2시간동안 소결하여 충분히 치밀화된 소결체를 얻었다. 비교를 위하여 상용 질화규소 분말을 같이 소결하여 소결거동과 기계적 특성 등을 조사하였다. 저가의 분말을 상용 분말보다 치밀화 속도는 늦었다. 충분히 치밀화된 저가 분말의 소결체는 낮은 aspect rtio를 갖는 조대 결정립들이 다수 존재하였으며, 경도, 파괴인성, 꺽임강도, 내열 충격성 등이 상용 분말의 소결체 보다 떨어졌다.

• 한국지반공학회논문집
• /
• 제29권11호
• /
• pp.129-138
• /
• 2013

산업화의 발달과 더불어, 도로 등 교통시설과 건설 장비의 발달로 공장 제작하여 운반 설치하는 프리캐스트 구조물이 급속히 확장되는 추세이며, 2000년 대 부터는 철근콘크리트 옹벽도 프리캐스트 공법이 개발되고 현장에서 적용이 확대되고 있는 추세이다. 본 연구에서는 기존에 항타하여 설치해 온 앵커 파일 옹벽에서 기초에 설치되는 앵커파일을 일반돌기에서 나선형 플렌지 타입으로 설치하여 유압모터를 이용한 압입, 회전 방식으로 설치하고 앵커파일의 형태를 개선하고 이에 따른 기술적 검증과 최적의 적용형태를 도출하였다. 이를 위하여 현장 실규모 시험 및 수치해석적 검증을 수행하였으며, 인발실험 결과 앵커파일은 나선형 플렌지를 설치하는 것이 돌기가 없거나 다른 형상의 돌기가 설치된 파일에 비해 1.5~8배의 높은 인발 저항력을 보였으며, 나선형 플렌지가 설치된 APC옹벽에서 인발 저항력의 증대로 기초와 벽체의 변위도 25% 이상 감소됨을 보였다.

• Computers and Concrete
• /
• 제2권1호
• /
• pp.79-96
• /
• 2005

The use of high-strength concrete (HSC) has significantly increased over the last decade, especially in offshore structures, long-span bridges, and tall buildings. The behavior of such concrete is noticeably different from that of normal-strength concrete (NSC) due to its different microstructure and mode of failure. In particular, the shear capacity of structural members made of HSC is a concern and must be carefully evaluated. The shear fracture surface in HSC members is usually trans-granular (propagates across coarse aggregates) and is therefore smoother than that in NSC members, which reduces the effect of shear transfer mechanisms through aggregate interlock across cracks, thus reducing the ultimate shear strength. Current code provisions for shear design are mainly based on experimental results obtained on NSC members having compressive strength of up to 50MPa. The validity of such methods to calculate the shear strength of HSC members is still questionable. In this study, a new approach based on artificial neural networks (ANNs) was used to predict the shear capacity of NSC and HSC beams without shear reinforcement. Shear capacities predicted by the ANN model were compared to those of five other methods commonly used in shear investigations: the ACI method, the CSA simplified method, Response 2000, Eurocode-2, and Zsutty's method. A sensitivity analysis was conducted to evaluate the ability of ANNs to capture the effect of main shear design parameters (concrete compressive strength, amount of longitudinal reinforcement, beam size, and shear span to depth ratio) on the shear capacity of reinforced NSC and HSC beams. It was found that the ANN model outperformed all other considered methods, providing more accurate results of shear capacity, and better capturing the effect of basic shear design parameters. Therefore, it offers an efficient alternative to evaluate the shear capacity of NSC and HSC members without stirrups.

• Computers and Concrete
• /
• 제22권2호
• /
• pp.227-237
• /
• 2018

Today, the modeling of concrete as a material within finite element simulations is predominantly done through nonlinear material models of concrete. In current sophisticated computational systems, there are a number of complex concrete material models which are based on theory of plasticity, damage mechanics, linear or nonlinear fracture mechanics or combinations of those theories. These models often include very complex constitutive relations which are suitable for the modeling of practically any continuum mechanics tasks. However, the usability of these models is very often limited by their parameters, whose values must be defined for the proper realization of appropriate constitutive relations. Determination of the material parameter values is very complicated in most material models. This is mainly due to the non-physical nature of most parameters, and also the large number of them that are frequently involved. In such cases, the designer cannot make practical use of the models without having to employ the complex inverse parameter identification process. In continuum mechanics, however, there are also constitutive relations that require the definition of a relatively small number of parameters which are predominantly of a physical nature and which describe the behavior of concrete very well within a particular task. This paper presents an example of such constitutive relations which have the potential for implementation and application in finite element systems. Specifically, constitutive relations for modeling the plane stress state of concrete are presented and subsequently tested and evaluated in this paper. The relations are based on the incremental theory of elastic strain-hardening plasticity in which a non-associated flow rule is used. The calculation result for the case of concrete under uniaxial compression is compared with the experimental data for the purpose of the validation of the constitutive relations used.

• 한국전산구조공학회논문집
• /
• 제25권4호
• /
• pp.293-300
• /
• 2012

본 논문에서는 직교이방성 적층평판에서의 균열생성 및 전파로 이루어진 층간분리해석을 다룬다. 기존의 p-유한요소가 가지고 있는 요소의 강건성을 균열진전해석에 적용하여, 균열진전시 모델링을 재구성하지 않고, 균열 선단부에 해당되는 꼭지점 모드의 위치만을 이동하도록 하여, 요소망을 단순화시켰다. 이와 같은 층간분리해석에 대해서 이 논문에서의 주요 목적은 다음 두 가지이다. 첫째, 적층복합 재료의 층간분리해석 시, 일반적인 유한요소 모델과 비교하여 매우 간단한 요소망을 가지는 모델을 제안하는 것이다. 모델의 타당성을 평가하기 위해 적층 복합재료로 구성된 이중 외팔보 해석을 통하여, 기존 참고문헌 값과의 비교를 수행하였다. 둘째, 제안된 모델을 내부균열을 갖는 적층평판의 층간분리해석에 적용하여 여러 가지 거동 양상에 대한 평가이다. 이와 같은 목적을 수행하기 위하여 로바토 형상함수를 이용한 완전층별요소가 고려되었으며, 선형탄성파괴역학에 기초한 3차원 가상균열닫힘법을 이용하여 에너지 방출률을 산정하였다.

• Nuclear Engineering and Technology
• /
• 제47권6호
• /
• pp.712-718
• /
• 2015

Cast duplex stainless steels are susceptible to thermal aging during long-term service at temperatures ranging from $280^{\circ}C$ to $450^{\circ}C$. To analyze the effect of thermal aging on leak-before-break (LBB) behavior, three-dimensional finite element analysis models were built for circumferentially cracked pipes. Based on the elasticeplastic fracture mechanics theory, the detectable leakage crack length calculation and J-integral stability assessment diagram approach were carried out under different bending moments. The LBB curves and LBB assessment diagrams for unaged and thermally aged pipes were constructed. The results show that the detectable leakage crack length for thermally aged pipes increases with increasing bending moments, whereas the critical crack length decreases. The ligament instability line and critical crack length line for thermally aged pipes move downward and to the left, respectively, and unsafe LBB assessment results will be produced if thermal aging is not considered. If the applied bending moment is increased, the degree of safety decreases in the LBB assessment.

• 한국세라믹학회지
• /
• 제29권8호
• /
• pp.601-608
• /
• 1992

We investigated the influence of several processes, including the preparation of slurry and preform and the heat-treatment of the preform, on the properties of composites to fabricate the carbon-fiber reinforced glass composites having good mechanical properties. Cerander was determined to be the best binder among Cerander, Rhoplex and Elvacite 2045 by the dipping test and the binder within a preform could be completely eliminatd by burning out the specimen under 10-6 Torr at 400$^{\circ}C$ for more than 1h. The fracture behavior of a composite was largely dependent on the uniformity of carbon-fiber distribution within the composite and the heat-treatment condition of the composite. The higher the glass content, the more difficult to obtain uniform distribution of carbon-fiber. As the hot-pressing temperature increased, the densification process of the composite and the formation of pore due to oxidation of carbon fiber occurred competitively. But, above 1000$^{\circ}C$ the latter played a predominant role. We could fabricated the densest 15 vol.% carbon-fiber-content glass composite having the highest toughness and flexural strength of 250 MPa by hot-pressing under 15 MPa at 900$^{\circ}C$ for 30 min.

• 한국치위생학회지
• /
• 제17권5호
• /
• pp.757-767
• /
• 2017

Objectives: The purpose of this study is to identify the associated factors with subjective oral symptoms experience of obesity adolescents. Methods: The study subjects were targeting 8,139 obesity adolescents and 55,601 non-Obesity adolescents who completed 2016 Korean Youth Risk Behavior Web-based survey. Dependent variables were subjective oral symptoms experiences of fracture teeth, pain, throbbing pain, periodontal pain & bleeding, mucosal disease and bad breath. Independent variables were demographic characteristics of the subjects, oral health behaviors, health behaviors and eating habits. Results: Obesity adolescents were 12.8% with 61.9% subjective oral symptoms experience. Regarding the related factors of subjective oral symptoms experience of obesity adolescents, the factors were identified to be significantly higher in high school (OR=1.72) compared to middle school, learning achievement was higher in middle (OR=1.09) and lower (OR=1.31) compared to high, economic status was higher in lower (OR=1.09) compared to high, sealant experience (OR=1.10) and scaling experiences (OR=1.12) responded no were higher compared to responded yes, smoking experiences responded yes(OR=1.08) were higher compared to responded no, sweet drink (OR=1.14) and fastfood (OR=1.13) consumption were higher in consumption compared to non-consumption and females (OR=0.46) were higher than males. Oral symptoms experience were lower that father and mother's level of education were under high school graduation (OR=0.86) compared to unknown, economic status was in case of middle (OR=0.93) compared to high, tooth brushing was lower in under 1 time (OR=0.76), 2 times (OR=0.61) compared to more than 3 times, vigorous physical activities responded no (OR=0.75) were lower, compared to yes, vegetable consumption was lower in non-consumption (OR=0.68) compared to consumption. Conclusions: Subjective oral symptoms experiences were identified higher in obesity adolescents than non-obesity adolescents. It would be useful to use the results of this study to reduce oral symptoms and necessary to develop a program system considering characteristics of obesity adolescents.