• Journal of the Korea Concrete Institute
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• v.15 no.2
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• pp.234-245
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• 2003

Most of the concrete bridge structures are exposed to damage due to the excessive traffic loading and the aging of the structure. The damage of concrete causes the further deterioration of the function in the concrete structure due to corrosion of the reinforced bars and decohesion between the concrete and the reinforced bar. The quick rehabilitation of the damaged concrete structures has become of great importance in the concrete structural system in order to avoid the further deterioration of the structures. Recently fiber sheets are used for strengthening the damaged concrete structures due to its many advantages such as its durability, non-corrosive nature, low weight, ease of application, cost saving, control of crack propagation, strength to thickness ratio, high tensile strength, serviceability and aesthetic. However, the lack of analytical procedures for assessing the nominal moment capacity by the fiber sheet reinforcement leads to difficulties in the effective process of decisions of the factors in the strengthening procedure. In this work, flexural strengthening effects by fiber sheets bonded on bottom face of the member are studied for the reinforced concrete T beam. In addition, auxiliary flexural strengthening effects by U-type fiber sheets bonded on bottom and side faces of the member to prevent delamination of the bottom fiber sheet are theoretically investigated. The analytical solutions are compared with experimental results of several references to verify the proposed approach. It is shown that the good agreements between the predicted results and experimental data are obtained.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.3
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• pp.93-102
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• 2016

The purpose of this paper is to investigate the flexural behavior of high-strength steel fiber-reinforced concrete beams with compressive strength of 130 MPa. The paper presents experimental research results of steel fiber-reinforced concrete beams with steel fiber content of 1.0% by volume and steel reinforcement ratio of less than 0.02. Both of normal-strength rebar and high-strength rebar were used in the test beams. Modeling as well as compressive and tensile strength test of high-strength steel fiber-reinforced concrete was performed to predict the bending strength of concrete beams. Tension modeling was performed by using inverse analysis in which load-crack mouth opening displacement relationship was considered. The experimental results show that high-strength steel fiber-reinforced concrete beams and the addition of high-strength rebar is in favor of cracking resistance and ductile behavior of beams. For beams reinforced with normal-strength rebar, the ratio of bending strength prediction to the test result ranged from 0.81 to 1.42, whereas for beams reinforced with high-strength rebar, the ratio of bending strength prediction to the test result ranged from 0.92 to 1.07. The comparison of bending strength from numerical analysis with the test results showed a reasonable agreement.

• Analytical Science and Technology
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• v.32 no.1
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• pp.7-16
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• 2019

The objective of this study was the development of a discrimination model for the cultivational origin of paper mulberry bast fiber and Hanji using near infrared (NIR) and mid infrared (MIR) spectroscopy combined with partial least squares discriminant analysis (PLS-DA). Paper mulberry bast fiber was purchased in 10 different regions of Korea, and used to make Hanji. PLS-DA was performed using pre-treated FT-NIR and FT-MIR spectral data for paper mulberry bast fiber and Hanji. PLS-DA of paper mulberry bast fiber and Hanji samples, using FT-NIR spectral data, showed 100 % performance in cross validation and the confusion matrix (accuracy, sensitivity, and specificity). The discrimination models showed four regional groups which demonstrated clearer separation and much superior score plots in the NIR spectral data-based model than in the MIR spectral data-based model. Furthermore, the discrimination model based on the NIR spectral data of paper mulberry bast fiber had highly similar score morphology to that of the discrimination model based on the NIR spectral data of Hanji.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.4
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• pp.100-107
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• 2018

The objective of this study is to assess the strengthening effects of fiber reinforced polymer(FRP) sheets such as Carbon fiber, Glass fiber, and PET(polyethylene terephthalate) on reinforced concrete flexural members. Variables of theoretical analysis are types of strengthening materials, material properties and amount of strengthening materials. A virtual flexural member without FRP sheets was created as a control specimen to understand the structural behavior of the non-strengthened specimen in terms of elastic and ultimate cross section. In total, 11 specimens including one non-strengthened and ten strengthened specimens were investigated. Various variables such as types of strengthening, strengthening properties, and amount of strengthening were studied to compare the behavior of the control specimen with those of strengthened specimens with regard to moment-curvature relationship. Results of theoretical analysis showed that the moment capacity of strengthened specimens was superior to that of the control specimen. However, the control specimen indicated the best ductility among all the specimens. As the amount of strengthening increased, flexural performance was improved. Furthermore, the results indicated that the ductile effect of members was affected by the ultimate strain of FRP sheets. The strengthening effect on the damaged member was similar to that on the non-damaged one since there was less than 10% difference in terms of flexural strength and ductility. Therefore, even if a damaged member is treated as non-damaged for analysis there is probably no noticeable difference.

• Proceedings of the Materials Research Society of Korea Conference
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• 1994.11a
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• pp.133-136
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• 1994

A microcechanical analysis based on the single fiber model has studied in the standpoint of stress-strain hysteresis response. A comparative study of constraint and unconstraint effects ha been taken into account to investigate includes the stress grouping technique to evaluate the domain-based field quantities. Results indicated that the development of significant fiber stresses both for the tensile and compressive loading, due to the constraint effects, provides an important contribution to the composited strengthening

• Proceedings of the Korean Fiber Society Conference
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• 2003.04a
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• pp.283-286
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• 2003

PCP(pentachlorophenol)는 독일 법규 혹은 에코라벨 부여기준 시 고려되는 항목으로서, 인체에 유해한 물질로 규정되어 섬유제품 내에 0.5 ppm 이상 존재해서는 안 되며 특히, 유아복은 0.05 ppm 이하로 검출되어야 한다. 유럽 수출시 PCP의 검출로 인해 수출 장벽이 되었던 한 원단제품의 경우를 보면, 외국 시험기관에서 positive 혹은 negative의 판정만을 알려주므로, 원단을 생산한 염색공장이나 원단을 구매하여 수출한 바이어 모두 해결책을 찾기에 애로사항이 있는 경우가 적지 않게 발생하고 있다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.04a
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• pp.364-365
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• 2003

토목합성재료는 지반위에 전폭으로 연결되어 사용되고 하중도 전장 및 전폭으로 전달되므로 인장강도 역시 전장 및 전폭으로 시험하는 것이 바람직하나 시험기의 용량 및 시험편 파지장치의 기술적 제약 상 전폭시험이 불가능하다. 현재 국내에서는 그래브 및 스트립 상태인 소폭으로 시험한 후 m당 인장강도로 환산하여 시공설계에 적용하고 있으므로 실제 재료의 설계 시 인장강도와 측정된 인장강도간에 차이가 있다. 그러나 미국, 유럽 등에서는 광폭시험편을 준비하여 인장강도를 측정함으로써 이러한 오차를 최소화하고 있다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.04a
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• pp.343-344
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• 2003

폴리에틸렌 나프탈레이트(PEN)는 열적 및 물리적 특성이 우수한 고분자로서 포장재료, 필름, tire cord 등으로 그 이용범위가 확대되고 있는 고분자이다[l]. 그러나 강직한 분자사슬을 가지고 있는 PEN은 고결정성과 소수성 둥으로 인해 흡습성, 제전성 및 염색성이 좋지 못하고 성형가공이 어려운 단점도 있다. 이미 동종계열인 PET의 경우 그러한 단점을 개선하고자 합성반응시 diol과 같은 제 3의 단량체를 사용하여 공축합하는 연구[2-3]가 시도된바 있으나 PEN의 경우 아직 이에 관한 연구보고가 없는 실정이다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.04a
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• pp.187-190
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• 2003

복잡한 형상을 지나는 고분자 유체의 유동 해석은 학문적인 관심 뿐만 아니라 고분자 가공 공정을 이해하는데 많은 도움을 주기 때문에 산업적으로도 그 중요성이 높다. 그러나, 기하학적 복잡성이나 재료 자체의 비선형성으로 인하여 해석적인 접근에 한계가 있기 때문에 다양한 수치 해석법을 이용한 유동 해석이 주를 이루고 있다. 특히 고분자 가공 공정의 수치 모사에 있어서는 수치 해석법을 적용하는데 있어서도 완전한 3차원 해석보다는 여러 가지 가정을 적용한 2차원 내지는 2.5차원 해석이 주를 이루고 있어서도 완전한 3차원 해석보다는 여러 가지 가정을 적용한 2차원 내지는 2.5차원 해석이 주를 이루고 있는 실정이다. (중략)

• Proceedings of the Korea Concrete Institute Conference
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• 1999.10a
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• pp.545-548
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• 1999

The purpose of this study is application of strengthening technique of R/C concrete bridge by standardization of repair and rehabilitation. For that, experiment to bridge is necessary, and through the experiment, this study can identify the efficiency o applied method and analysis of design parameters with can't get in the laboratory experiment. This study will prove the structural behavior of R/C type girder bridge which is deteriorated but repaired and rehabilitation from standardized strengthening method with fiber plastic.