• 한국소성가공학회:학술대회논문집
• /
• 한국소성가공학회 2004년도 제5회 압연심포지엄 신 시장 개척을 위한 압연기술
• /
• pp.45-52
• /
• 2004

Continuing pressure for the weight reduction of vehicles and improvement of collision safety is driving the development of new high strength steel with excellent formability. The formable high strength steels which have excellent drawability have been developed and applied to the complicated inner panels. Although BH steel have mainly occupied the material market for outer panels, it is challenged by DP steel which have low yield strength and good bake hardenability. The advanced high strength steel, TRIP steels and DP steels which have excellent formability are new alternatives to conventional HSLA steel for structural parts such as members and pillars. HSLA steels also have been used for automotive bumper reinforcements due to their high yield ratio. Higher grade complex phase steel(CP) were developed for bumper reinforcements by addition of precipitation hardening to transformation strengthened steel. The usage of the advanced high strength steel ale increasing and will become the main material in structural parts near future. This paper describes the features of newly developed high strength cold rolled steels for automobiles.

• 한국전산구조공학회논문집
• /
• 제24권2호
• /
• pp.133-140
• /
• 2011

대형 구조물에 주로 사용되는 고강도 콘크리트는 화재 시 폭렬이 발생하여 구조물의 심각한 손상을 초래한다. 최근 고강도 콘크리트의 폭렬현상을 감소시켜 구조물의 내화성능을 확보하기 위한 다양한 연구가 진행되고 있으며, 본 논문에서는 섬유를 혼입한 고강도 콘크리트에 대한 내화해석 모델을 제시하였다. 섬유의 거동 및 고온에서의 콘크리트 내부의 물리적인 현상을 고려하여 수정한 고강도 콘크리트의 재료모델을 섬유혼입 고강도 콘크리트의 재료모델로 선택하였다. 수정된 재료모델을 이용하여 얻은 섬유혼입 고강도 콘크리트의 내화해석 결과를 실험결과와 비교하였고, 섬유혼입 고강도 콘크리트 재료모델을 제안하였다.

• 한국의상디자인학회지
• /
• 제15권2호
• /
• pp.57-64
• /
• 2013

As the clothing materials have been more functional and advanced, the cotton fabrics for dress shirts or blouses have been more qualified and the sewability for high degree of completion has been required. This study aims to identify the seam strength depending on the change of stitch density of fine cotton fabrics by fabric and thread and so the general seam performance of fine cotton fabrics by analyzing the seam efficiency and breaking mode of seams. For an experiment, 3 kinds of fine cotton fabrics and 2 kinds of threads were selected and the sample was made by changing the stitch density by four steps. Then, the seam strength was measured. Next, the seam efficiency and breaking mode of seams were analyzed on the basis of the results of seam strength measurement. The results are as follows: All fabrics showed the similar tendency in seam strength. The seam strength is related to the tensile strength and thread strength, it increased only to a certain stitch density. When the stitch density exceeded a certain level, fabrics were destroyed or threads were cut. Then, the seam strength didn't increase. Furthermore, the more the seam strength increased, the more the seam efficiency increased. For increasing the maximum stitch density, it was required to use the fabrics and threads which had similar properties, in other words, the high thread strength for the high tensile strength and the low thread strength for the high tensile strength.

• 콘크리트학회논문집
• /
• 제27권3호
• /
• pp.253-263
• /
• 2015

최근 RPC를 활용한 초고강도 콘크리트가 개발되면서 100 MPa 이상의 높은 압축강도를 보유한 콘크리트가 취성적 파괴의 방지 목적과 인장강도 증진을 위해 강섬유를 혼입하여 사용되고 있다. 따라서 인장강도의 결정이 중요하나, 현재 초고강도 콘크리트 영역에서의 인장강도 추정을 위한 연구결과가 산발적으로만 이루어지고 있는 상황이다. 따라서 본 연구에서는 80~200 MPa의 압축강도를 보유한 RPC의 재료 시험을 수행하여 압축강도와 인장강도의 상관관계를 검토하였다. 시험 결과 100 MPa 이상의 압축강도를 보유할 경우에도 보통강도 또는 고강도 콘크리트 영역에서의 변화 경향이 유지되고 있는 것을 확인할 수 있었다. 이에 기존 연구로부터 수집된, 쪼갬인장강도 원주형 공시체 시험 결과 284개와 265개의 파괴계수 시험 결과를 활용하여 기존의 추정식들을 평가하였다. 평가 결과 100 MPa 이상의 초고강도 콘크리트에서는 기존 추정식을 안전하게 사용하기 어려운 것을 확인하였으며, 100 MPa 이상의 초고강도 콘크리트에도 적용 가능한 회기식을 도출하였다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2007년도 추계 학술논문 발표대회
• /
• pp.57-60
• /
• 2007

This study is to discuss the effect of the liquid type high early strength agent considering early strength, developing strength, and economics of the concrete using admixtures. The powder type high early strength agent does not helpful because the field application is not available such as the problem of mixing process and rack of economics. To make up these subjects, the plain mixture contains the standard type AE water reducing agent, and the types of the agents are the standard type AE water reducing agent(P),liquid type high early strength agent(AD),poly carboxylate high early strength type AE water reducing agent(E1), and naphthalene + melamine high early strength type AE water reducing agent(E2). As the Contents of the agents, E1 and E2 is two types each cases, and P is one type to satisfy the target fluidity and air content, AD is three types as 0.5, 1.0,and 1.5%. In the case that AD is mixed, the fluidity is decreased, but air content is increased. For increasing strength of the early age, using OPC is more effective than FA and BS for increasing the early strength of the concrete, and if the air content is secure as plain, the effect of the developing strength can be increased because the air content is increased about 2% in the case that AD is used.

• 콘크리트학회지
• /
• 제3권4호
• /
• pp.107-115
• /
• 1991

플라이애쉬를 혼입한 고강도 콘크리트의 초기 및 장기 강도 특성과 작업성 특성에 관한 연구를 수행하였다. 이를 위하여 강도 수준이 다른 6종류의 기본 배합을 선정하고 각 기본 배합을 선정하고 각 기본 배합에 대하여 플라이애쉬 첨가량을 0, 10, 20, 30%로 변화시켜 가면서 그 특성을 실험하였다. 또한, 고강도 플라이애쉬 콘크리트의 슬럼프 감소현상을 분석하기 위하여 4종류의 배합을 추가하여 실험하였다. 연구 결과, 제2종 포틀랜드 시멘트를 사용한 경우, 플라이애쉬를 10%혼입한 콘크리트는 대부분 28일 이전에 일반 콘크리트보다 높은 강도를 발현하였다. 또한, 플라이애쉬 첨가량이 증가함에 따라 보통강도 콘크리트의 슬럼프값은 감소하였으며, 고강도 콘크리트의 슬럼프값을 일정하게 유지시키기 위해서는 더 많은 양의 고유동화제가 사용되었다.

• Advances in concrete construction
• /
• 제1권4호
• /
• pp.341-358
• /
• 2013

Due to fast growth in urbanisation, a highly developed infrastructure is essential for economic growth and prosperity. One of the major problems is to preserve, maintain, and retrofit these structures. To meet the requirements of construction industry, the basic information on all the mechanical properties of various concretes is essential. This paper presents the details of development of various concretes, namely, normal strength concrete (around 50 MPa), high strength concrete (around 85 MPa) and ultra high strength concrete (UHSC) (around 120 MPa) including their mechanical properties. The various mechanical properties such as compressive strength, split tensile strength, modulus of elasticity, fracture energy and tensile stress vs crack width have been obtained from the respective test results. It is observed from the studies that a higher value of compressive strength, split tensile strength and fracture energy is achieved in the case of UHSC, which can be attributed to the contribution at different scales viz., at the meso scale due to the fibers and at the micro scale due to the close packing of grains which is on account of good grading of the particles. Micro structure of UHSC mix has been examined for various magnifications to identify the pores if any present in the mix. Brief note on characteristic length and brittleness number has been given.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2007년도 추계 학술논문 발표대회
• /
• pp.49-52
• /
• 2007

Recently, as architectural concrete structures become high-rise and megastructured, concrete become high-strengthened and, by ensuring products of more stability, air compression and rationalization of construction are required. In general, product management test of precast concrete member, specimen for management cured in the same condition with precast concrete member is substitutively used for strength test. However, large cross-sectional precast concrete members such as columns show large temperature increase in manufacturing process not only by external heating but also by concrete itself's hydration heating. Therefore, it is expected that specimen for management to predict strength and compression strength of precast concrete member shows different temperature history and strength characteristics. Concerning this, in order to suggest temperature history and strength characteristics of high strength mass concrete suitable for precast concrete application, this study comprises the inclusive investigations on the relations between management specimen with similar temperature history and core strength, and the strength characteristics per member cross-section dimensional value and per water-bonding material ratio value.

• Steel and Composite Structures
• /
• 제1권2호
• /
• pp.171-185
• /
• 2001

The design of tall buildings has recently provided many challenges to structural engineers. One such challenge is to minimise the cross-sectional dimensions of columns to ensure greater floor space in a building is attainable. This has both an economic and aesthetics benefit in buildings, which require structural engineering solutions. The use of high strength steel in tall buildings has the ability to achieve these benefits as the material provides a higher strength to cross-section ratio. However as the strength of the steel is increased the buckling characteristics become more dominant with slenderness limits for both local and global buckling becoming more significant. To arrest the problems associated with buckling of high strength steel, concrete filling and encasement can be utilised as it has the affect of changing the buckling mode, which increases the strength and stiffness of the member. This paper describes an experimental program undertaken for both encased and concrete filled composite columns, which were designed to be stocky in nature and thus fail by strength alone. The columns were designed to consider the strength in axial compression and were fabricated from high strength steel plate. In addition to the encased and concrete filled columns, unencased columns and hollow columns were also fabricated and tested to act as calibration specimens. A model for the axial strength was suggested and this is shown to compare well with the test results. Finally aspects of further research are addressed in this paper which include considering the effects of slender columns which may fail by global instabilities.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2011년도 춘계 학술논문 발표대회 1부
• /
• pp.73-75
• /
• 2011

In this study, prediction of later-age compressive strength of ultra-high strength concrete, based on the accelerated strength of concrete cured in 50, 60℃ warm water was investigated. W/B of 32, 23.5, 19% 3 levels were examined. And the specimens were cured in 50, 60℃ warm water. The results showed reliable accuracy by regression relation between 28day strength cured by standard curing method and accelerated strength of the concrete cured in warm water. And the specimens cured in 50, 60℃ showed more high strength development. So 60℃ curing could be considered in order to reduce the measurement error. As a result, the feasibility of 50, 60℃ warm water curing method at high strength level was confirmed.