• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.1061-1066
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• 2003

Chloride penetration into concrete is the main cause of the steel corrosion in concrete structures exposed to chloride-rich environments. Protective surface coatings are increasingly being applied to concrete structures to reduce chloride penetration. In this study, the performance of various surface coatings was evaluated. Most coatings showed good results for the various tests of the performance evaluation. Surface coatings can delay deterioration such as chloride-induced reinforcing bar corrosion effectively.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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• pp.517-526
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• 2004

In the resent years, the early evaluation of concrete quality, construction and maintenance has been considered as all is of major concern due to the increase of loading and the degradation of structures related with time. This paper presents evaluation of structural safety performance using measured data of construction, on the basis of a field measurements for the prevention of unreliable concrete works. Measurements analyzed in this paper are early quality condition and performance assessment, serviceability performance by cracks and deflection, rating performance by loading, durability performance by chloride attack and carbonation. Thus, a quantitative assessment model of resistance capacity was developed here to meet the requirement for deteriorated concrete structures. The model focuses on damage mechanical of concrete structures deteriorated by initial damage factors for concrete quality and environment factors such as chloride and carbonation attacks. These results could provide useful information for concrete structures interested in design, construction and maintenance.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.391-396
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• 1998

The concrete structures are hardly ever built under ideal conditions. So many defects may occur for a various reasons such as unsuitable and defective materials, construction methods, poor workmanship, particular structural form and prevailing weather conditions. Some structural form can greatly increase the risk of occurrence of defects. Therefore we investigated the actual condition of the deterioration factors for reinforced concrete apartment, which was composed of 85 apartments with various building ages in different regions with five evaluation the deterioration factors of apartment building to establish the overall evaluation system of deterioration degree for reinforced concrete apartment in Korea.

• 한국안전학회지
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• 제32권5호
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• pp.69-75
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• 2017

Structural safety evaluation for static strength of thin plate RC member with high strength concrete is conducted in this study. Static strengths were predicted and compared with the experimental values. Predicted values were calculated by the evaluation formula based on the punching shear behavior and the yield line theory which can appear in the plate members. Static load tests were carried out for the specimens with high strength concrete and the test results were compared with the required performance in design. The comparison results show that the specimens with high strength concrete have sufficient structural safety for flexural and punching shear performance required in design. High strength concrete specimens exhibited excellent strength despite their small thickness. The range of concrete strengths applied in this study was about 60 MPa to 100 MPa.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.51-54
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• 2005

Reinforced Concrete structures have been commonly regarded as fire-resisting constructions. In the case of high-strength concrete, however, the behavior of a concrete member under fire and after fire has characteristics in different way with normal strength concrete members because of spalling. The resonable evaluation about the residual strength and stiffness of members as well as material properties has to be conducted before reusing the fire-damaged structures or retrofitting or strengthening them. Therefore, the guideline is needed for evaluation the residual strength and stiffness. In this study, the fire test is conducted with parameters like concrete strength, fire time and cover thickness, etc. The loads-deflection curves are used for comparison and analysis with the parameters.

• 한국안전학회지
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• 제23권5호
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• pp.97-104
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• 2008

This study was intended to evaluate the permeable performance through a change of reinforcing materials, curing condition, durability evaluation and permeability test, and to select the reinforcing material which could reduce the durability and water tightness from it, as the study for considering how the change of the outside's environment factors that the concrete structure actually contacted with impacted the concrete's durability especially the permeability by referring to such the background of the study. Accordingly, it was judged that evaluating the permeability by considering the severe environment condition where the concrete structure was placed in was more reasonable than measuring the existing permeability coefficient conducted in the sound state for the permeability evaluation of actually-used concrete structure. In this study, it also could be known that the specimen of hybrid fiber reinforced concrete which mixed the long and short steel fiber was the most effective for water tightness enhancement in severe environmental conditions.

• 한국산학기술학회논문지
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• 제21권12호
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• pp.67-76
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• 2020

본 연구는 고출력 전자기파(EMP)를 차폐할 수 있는 콘크리트의 개발 방향과 차폐성능 평가방법의 표준화에 필요한 기술의 개발 방향을 도출하기 위한 목적으로 수행되었다. 콘크리트와 같은 복합재료를 대상으로 한 EMP 차폐 메커니즘은 아직 규명되지 않았고, 콘크리트 재료의 EMP 차폐성능에 대한 검증 방법도 아직 표준화가 되어 있지 않아, 연구자간의 연구결과를 객관적으로 상호 비교분석하는데 어려움이 발생한다. EMP 차폐 콘크리트의 개발 방향은 금속 분야에서 널리 알려진 전자파 손실 메커니즘의 고찰로부터 도출하였다. 콘크리트의 EMP 차폐성능 검증을 위한 표준화 방향은 콘크리트의 전기적 성질과 그 동안 콘크리트를 대상으로 연구한 차폐성능 평가방법들의 고찰로부터 도출하였다. 연구 결과, EMP 차폐 콘크리트 개발은 전기 전도성을 부여한 콘크리트의 재료개발이 우선하여야 하며, EMP 차폐 콘크리트의 재료개발 과정 중에는 전자파 손실 메커니즘별로 구분한 시험방법을 적용하고, 개발 제품의 최종 품질검증에는 일반화된 차폐성능 평가법(MIL-STD 등)을 준용한 시험법을 적용하면, 유효성이 입증된 콘크리트 차폐재 개발 및 성능평가가 가능할 것으로 판단된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.715-718
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• 2004

The evaluation of durability of resin concrete was examined through various tests, i.e., compressive strength, absorption, abrasion, chemical attack resistance and bond between general and resin concrete. 2 types of concrete were used such as 40 MPa of general concrete and 90 MPa of resin concrete. The characteristics of resin concrete was more improved than that of general concrete, and especially, resin concrete was most effective on compressive strength, the resistance to $H_2SO_4$ solution attack and absorption. However, abrasion. is almost same between general concrete and resin concrete.

• 한국건설순환자원학회논문집
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• 제3권4호
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• pp.320-327
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• 2015

본 연구에서는 무근 콘크리트 터널 라이닝의 품질 평가를 위해 초음파법을 사용하여 현장실험을 실시하였으며, 라이닝 콘크리트의 품질을 평가하였다. 초음파 탐사기의 센서 중심간격과 센서의 순간격을 기준으로 각각의 전달속도를 평가한 후 평균값에 대한 수렴정도를 예측하여 평균값을 초음파 전달속도로 구하면 직접법에서 얻어지는 결과만큼 신뢰성 있게 얻어질 수 있음을 보였다. 초음파속도에 의해 콘크리트 강도를 정량적으로 평가하는 방안은 신뢰성이 부족하며 초음파 전달속도에 따라 등급별로 콘크리트를 평가하는 방안이 보다 합리적인 평가 방안임을 나타내었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.795-800
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• 2001

Two evaluation techniques of the tunnel lining concrete using ultra sonic velocity method are developed. Modified linear regression technique is proposed to enhance the corelation between the pulse velocity and the compressive strength of core specimens. And bivariate normal distribution is assumed to evaluate the quality of concrete as a terms of compressive strength. A simple corelation table between the pulse velocity and the compressive strength of core specimens are proposed.