• International Journal of Highway Engineering
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• v.11 no.2
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• pp.67-74
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• 2009

The strength of concrete is one of the most important parameters in evaluating the properties of concrete. Compressive strength of concrete has been widely used because of its convenience of experiments and generality. Compressive strength of concrete varies according to materials and curing conditions. Even with the same materials, the strength varies according to the curing conditions. Therefore, if we want to know the strength of concrete from the construction field, we have to put it in exactly the same curing condition with the construction field. But it is impossible to make the exactly same curing conditions in the laboratory. Also damages occur in order to measure the strength of concrete, because the core hat to be made into the pavement. To overcome these limits, many studies of nondestructive method have already been researched. It was already proven that shear wave velocity was very closely related to the compressive strength. In this study, three different curing temperatures with the same mixture paste were used, and compressive strength and shear wave velocity, according to the aging were measured. The relationship between these two parameters was examined. As results, curing temperature affected the compressive strength and the shear wave velocity, but did not affect the relation between them.

• Journal of Global Scholars of Marketing Science
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• v.5
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• pp.125-143
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• 2000

본 연구에서는 구조조정, 특히 다운스케일링(downscaling) 이 마케팅성과에 미치는 영향을 구체적으로 설명할 수 있는 연구모형을 도출하는 것을 주요 목적으로 하였다. 이러한 연구주제는 1999년에 발표된 김경훈 등(1999)의 구조조정과 마케팅성과간의 관계에 관한 연구에서 시도되어진 단편적인 가설검정수준을 한 차원 넘어서서 구조조정관련 변수들이 마케팅성과와 어떻게 유기적으로 상호작용 하는가를 파악하는데 그 의의가 있다 본 연구의 연구모형 및 가설검정을 위하여 LISREL분석이 사용되었다. 실증분석결과에 의하면 인력감소, 사전구조조정 경험, 변화에 대한 저항정도가 구조조정전략 실행강도에 영향을 미치며, 이는 다시 관리적 강도에 영향을 미치는 것으로 나타났다. 그리고 관리적 강도는 마케팅성과에 영향을 주는 요인으로 발견되었다. 그리고 연구결과를 이용한 실무적 시사점이 제안되었다.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2017.05a
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• pp.125-125
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• 2017

최근 들어 내수용 및 수출용 자동차 보증 제도를 살펴보면 부품에 대한 방식 보증기간이 점차 연장되는 추세이며, 이에 따라 자동차사에서 요구하는 방식 및 내식성 평가 기준이 상향되어 가고 있다. 실제로 수출차에 대한 방청 품질 보증기간이 차체 구멍 발청 10년에서 12년으로 연장할 움직임을 보이는 등 점차 방식에 대한 관심이 높아지고 있다. 따라서 내식성 향상에 대한 끊임없는 연구가 지속적으로 이루어지고 있으며, 내식성 향상을 위해 구조/형상 변화, 도장 품질 향상, 최적화 설계 등 다방면에서 노력을 기울이고 있다. 그 중에서도 가장 근본적인 해결책인 소재의 내식성 향상에 대한 관심은 날로 높아지고 있는 실정이다. 특히 일본 등지에서는 GA 도금재의 사용이 증가하고 있으나, 아직은 내식성에 대한 효율적이고 체계적인 관리가 부족한 면이 있다. GA재는 합금화 과정에서 야기되는 Fe% 합금화도, 합금화 상분율(감마, 델타, 제타상), crater 등 복잡한 소재의 특성으로 인해 소재의 내식성 분석에 고려할 사항이 많다. 실제 여러 실험들을 통해서 GA재가 내식성에 영향이 있는 인자들에 대해 많은 연구가 진행되었지만 명확히 정량화되어 있지 않은 관계로 GA재의 내식성 관리 기준에 대해서도 명확하진 않은 상황이다. 본 연구에서는 당사재와 타사재의 고강도 GA재 (>440 MPa) 11종에 대해 crater분율, zeta상, 합금화도, 도금량 등의 다양한 도금 물성들을 조사하였다. 또한 이 시편들을 34일 동안의 복합염수 분무법(CCT)을 통해 얻은 최대 및 평균 블리스터 폭과 소재 표면품질 물성과의 상관관계를 통해서 부식과 연관된 관련인자들을 도출하고 정량적인 관계를 살펴보았다. GA재의 경우 다양한 물성들 중에서 도금 크레이터, 제타상, 합금화도 순으로 내식성에 영향을 주는 것으로 확인이 되었으며 이 세 인자들을 내식성 평가 지수화하여 GA재 생산시 효율적인 관리범위를 지정하는데 이용 가능할 수 있도록 diagram을 도출하였다. 따라서, 본 연구를 통하여 자동차사에서 요구하는 내식성 기준을 만족하기 위한 내식성 상관 인자들의 관리 수준을 정량화함으로써 보다 우수한 소재의 관리를 할 수 있도록 하고자 한다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.4
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• pp.89-98
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• 2012

This study estimates the performance of steel spirals according to the compressive strength of the concrete. A total of 24 confined concrete cylinders ($150{\times}300mm$) were cast and tested under monotonic concentric compression. The main test parameters were the yield strength of spiral reinforcements and the compressive strength of the concrete. To effectively evaluate the confinement effect according to the yield strength of steel spirals, the external diameter of steel spirals was designed to be same as the diameter of specimen. The experimental results indicated that the performance of confinement of steel spirals increased as the yield strength of spiral reinforcement increased and the compressive strength of the concrete decreased. Furthermore, existing analytical models were used for predicting the stress versus axial strain relationships of specimens tested in this study. It can be concluded that the accuracy of the analytical models deteriorated as the yield strength of steel spirals and the compressive strength of the concrete increased.

• Tunnel and Underground Space
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• v.16 no.5 s.64
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• pp.405-412
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• 2006

It is well known that shotcrete is the most important support member for the construction of large underground spaces. Generally, the strength of the field shotcrete is heavily dependent on the field mixing and spraying conditions so that it is different from the strength of the shotcrete mixed in laboratories. As a support member, the early strength of shotcrete unlike concrete is very important to the initial stabilization of the underground spaces. Therefore, the field methods to efficiently test the early strength of shotcrete have been highly required. This paper aimed to verify the pneumatic pin penetration test and the point load test for measuring the early strength of the field shotcrete. As a result of the experiments through a series of uniaxial compression, pin penetration, and point load tests for the range of the early shotcrete strength, two equations to estimate reliably the uniaxial compressive strength by the pin penetration and the point load tests were acquired.

• Journal of Korean Society of societal Security
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• v.2 no.4
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• pp.59-65
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• 2009

The rebound test using Schmidt hammer is most popular method to estimate strength of concrete. However, this method is inappropriate for Seoul Metro underground structures due to unsuitable aging effects. Consequently, the strength presumption equation of underground structures is proposed according to the correlation of uniaxial compressive strength, rebound test results and age of concrete. To achieve this, the results of in-depth inspection of Seoul Metro underground structures performed annually for last 8 years was anlayed.

• Journal of the Korea institute for structural maintenance and inspection
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• v.9 no.1
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• pp.127-135
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• 2005

Recently, as the concrete structures are becoming bigger, higher, longer and more special, high strength concrete is demanded. But the fracture behavior of high strength concrete is shown more brittle than that of the normal strength concrete. Therefore, in order to improve the brittle fracture behavior and crack propagation resistance, ACI Committee363 has been recommend the use of fiber reinforced concrete which showed superior property against the crack propagation resistance. On the other hand, bridges, concrete pavements and railroads etc. have been exposed to the repetition loading at least several million times during the service life. Therefore, fatigue load is dominantly most of all, but it is very difficult to estimate the suitable fatigue strength calculated by fatigue load. In this research, in order to examine the fatigue behavior of hybrid fiber reinforced high strength concrete, the static and fatigue tests were carried out. And from these results, it was estimated the fatigue strength of hybrid fiber reinforced high strength concrete.

• Journal of the Korea institute for structural maintenance and inspection
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• v.21 no.4
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• pp.1-12
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• 2017

This paper concerns the structural behavior of high-strength concrete beams with compressive strength of 80 MPa subjected to flexure. Main test variables were nominal yielding strength of longitudinal rebar including normal strength rebar(SD 400) and high strength rebar(SD 600), reinforcement ratio from 0.98 to 1.58% and beam section size with $200{\times}250$, $200{\times}300mm$. The nine beams were cast and tested under flexure. The study investigated ultimate flexural strength, load-deflection relationship, crack patterns, failure patterns and ductility of the test beams. Test results indicate that when rebar ratio increased flexural strength increased and ductility decreased. In addition, the number of cracks increased and the crack width decreased as the reinforcement ratio increased. The yield strength of rebar did not affect significantly load-crack width relationship. Nonlinear analysis of test beams was performed and then test results and analytical results of ultimate load were compared. Analytical results of high-strength concrete beams overall underestimated flexural strength of test beams.

• The Journal of the Korea Contents Association
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• v.17 no.2
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• pp.55-70
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• 2017

In order to understand job burnout, it is necessary to consider not only the working environment according to the market environment but also the social situation of the team or the organization. This study analyzed the effects of job demands and job resources on job burnout based on JD-R theory. In other words, the team-level variables, servant leadership and HRM control types, were tested for the effect of moderating the individual workload, emotional labor and job burnout. The results of empirical analysis showed that the higher the self-efficacy, the less job burnout, whereas the higher the workload and emotional labor, the more job burnout. Second, the more positive the team level input and result oriented HRM are, the less positive regression relation of workload and job burnout is. Finally, it was found that the intensity of the regression relation of negative self-efficacy and job burnout was amplified in the team with servant leadership.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.6
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• pp.120-127
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• 2016

Several problems including respiratory and skin disorders due to the problems for sick house syndrome have occurred, there appears echo friendly materials to solve the problems. The research is lacking in quality management techniques ocher concrete using nondestructive tests. In this research, the experimental works were conducted to study the initial quality control for the compressive strength of Ocher concrete(21 MPa). The purpose of this study is the implementation platform for quality management of ocher concrete using nondestructive tests. It uses the relationship between the compressive strength and ultrasonic pulse velocity of the ocher concrete to estimate the compressive strength of the ocher concrete. And using the impact echo method to estimate the thickness of the ocher concrete. The platform is based on a Java script, so that the user can obtain the data through the platform.