• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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• pp.283-286
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• 2005

Recently, the deterioration of concrete structures have been increased by the damage from salt, carbonization, freezing & thawing and the others. Reinforcement corrosion is the principal cause of deterioration of reinforced concrete. Unfortunately, full bond is assumed in all existing shear models, a condition which is often not fulfilled when assessing damaged structures. It is therefore very important to increase the understanding of how reduced bond influences the load carying capacity particularly for shear. Therefore in this study an equation is proposed to evaluate the residual shear strength considered deterioration.

• Bulletin of the Korean Chemical Society
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• 제31권9호
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• pp.2607-2612
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• 2010

Human tissue-type plasminogen activator (tPA) is a valuable thrombolytic agent used to successfully treat acute myocardial infarction, thromboembolic stroke, peripheral arterial occlusion, and venous thromboembolism. Recombinant tPA is accumulated as an inactive form in inclusion bodies of E. coli and is refolded in vitro, which is accompanied by extensive aggregation. In the present study, a tPA protease domain was expressed in an active soluble form in the cytosol of E. coli Rosetta-gami cells, which allowed disulfide bond formation and supplied the tRNA molecules required for six rarely used codons in E. coli. This strategy increased the amount of soluble protease domain protein and avoided the cumbersome refolding process. The purified protease domain not only degraded tPA substrate peptides but also formed a covalently bound complex with plasminogen activator inhibitor-1, as does full-length tPA. Soluble expression and purification of tPA domains may aid in functional analyses of this multi-domain protein, which has been implicated in many physiological and pathological processes.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.105-108
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• 2004

In general, the nonlinear behavior of composite structures composing of steel and concrete is analyzed on the basis of the assumption of the perfect bond actions in steel-concrete interface in which the interface slip or separation is not allowed. The assumption is based on the fact that the full interface bond behavior is provided with the mechanical connectors of studs. However, since the number and spacing of the studs are determined by the stress resultants calculated in the interface area, the interface analysis is required to evaluate the stress resultants. This paper describes the nonlinear steel-concrete interface behavior considering the two interface failure mechanisms of slip and separation. Elastoplastic constitutive relation is developed. thru the formulation framework using the two energy dissipation mechanisms. As the result, the steel plate push-out tests sandwitched between concrete blocks are analyzed and compared with the test results with which the good agreements are observed.

• 한국지반환경공학회 논문집
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• 제23권1호
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• pp.15-23
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• 2022

This paper presents the results of full-scale load tests performed frictional anchors to various lengths at several sites in Korea. Various rock types were tested, ranging from highly weathered shale to sound gneiss. In many tests, rock failure was reached and the ultimate loads were recorded along with observations of the shape and extent of the failure surface. Laboratory tests were also conducted to investigate the influence of the corrosion protection sheath on the bond strength. Based on test results, the main parameters governing the uplift capacity of the rock anchor system were determined. By evaluation of the ultimate uplift capacity of anchor foundations in a wide range of in situ rock masses, rock classification suitable for structural foundation was developed. Finally, a very simple and economical design procedure is proposed for rock anchor foundations subjected to uplift tensile loads.

• Restorative Dentistry and Endodontics
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• 제12권2호
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• pp.45-53
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• 1987

The purpose of this study was to evaluate the tensile bond strength between composite resin and the human enamel. Three composite resin systems, two chemical (Clearfil Posterior, and Clearfil Posterior-3) and one light cure (Photo Clearfil-A), used with and without an intermediate resin (clearfil bonding agent), were evaluated under different amounts of load (10g, 200g and 200g for a moment) for in vitro tensile bond strength to acid-eched human enamel. Clinically intact buccal or lingual surfaces of 144 freshly extracted human permanent molars, embedded in acrylic were flattened with No #600 carborundum discs. Samples were randomly assigned to the different materials and treatments using a table of random numbers. Eight samples were thus prepared for each group(Table 2) these surfaces were etched with an acid etchant (Kurarey Co. Japan) in a mode of etching for 30 seconds, washing for 15 seconds, and drying for 30-seconds. During the polymerization of composite resin on the acid-etched enamel surfaces with and without bonding agent 10-gram, 200 gram and temporary 200 gram of load were applied. The specimens were stored in 50% relation humidity at $37^{\circ}C$ for 24 hours before testing. An universal Testing machine (Intesco model No. 2010, Tokyo, Japan) was used to apply tensile loads in the vertical directed (fig 5), and the force required for separation was recorded with a cross head speed of 0.25 mm/min and 20 kg in full scale. The results were as follow: 1. The tensile bond strength was much greater in applying a bonding agent than in not doing that. 2. The tensile bond strength of chemical cure composite resin was higher than that of light cure composite resin with applying on bonding agent on the acid-etched enamel. 3. In case of not applying a bonding agents on the acid-etching enamel, the highest tensile bond strength under 200 gram of load was measured in light cure composite resin. 4. The tensile bond strength under 200-gram of load has no relation with applying the bonding agent. 5. Under the load of 10-gram, There was significant difference in tensile bond strength as applying the bonding agent.

• 대한화학회지
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• 제25권6호
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• pp.343-350
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• 1981

P-Aminobenzaldehyde cyclohexylthiosemicarbazone의 결정 및 분자구조를 Computer controlled four circle diffractometer에 의한 X-선 회절방법으로 해명하였다. 결정은 공간군 C2/c의 단사형계에 속하며 단위세포 상수는 a = 12.488(2), b = 12.276(4), c = 19.997(6)${\AA}$, ${\beta}=103.55(3)^{\circ}$이고 z = 8이다. 구조는 중원자법과 Fourier 방법으로 규명하였으며 full-matrix 최소자승법으로 정밀화하였다. 최종 R값은 2712개의 회절반점에 대하여 0.058이었다. 분자는 N(2)-N(3)결합에대하여 C(8)-S는 trans, C(8)-N(1)은 cis형으로 놓여 있으며 N(1)과 N(3) 원자들이 분자내 수소결합을 만들고 있다. 의자모양의 cyclohexane 고리는 benzene 고리와 $40.7^{\circ}$의 면각을 이루고 있다. 결정내의 분자들은 수소 결합들로 모여져 있는데 $N(2)-H{\ldots}S$ 수소결합이 분자들을 이합체 꼴을 만들며 이들 분자들을 $N-H{\ldots}N$ 수소결합들이 이어주고 있다.

• Steel and Composite Structures
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• 제23권6호
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• pp.727-736
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• 2017

The application of carbon fiber reinforced polymer (CFRP) in steel structures primarily includes two categories, i.e., the bond-critical application and the contact-critical application. Debonding failure and buckling failure are the main failure modes for these two applications. Conventional electrometric techniques may not provide precise results because of the limitations associated with single-point contact measurements. A nondestructive full-field measurement technique is a valuable alternative to conventional methods. In this study, the digital image correlation (DIC) technique was adopted to investigate the bond behavior and buckling behavior of CFRP-steel composite members. The CFRP-to-steel bonded joint and the CFRP-strengthened square hollow section (SHS) steel column were tested to verify the suitability of the DIC technique. The stereo-DIC technique was utilized to measure continuous deformation. The bond-slip relationship of the CFRP-to-steel interface was derived using the DIC data. Additionally, a multi-camera DIC system consisting of four stereo-DIC subsystems was proposed and applied to the compressive test of CFRP-strengthened SHS steel column. The precise buckling location and CFRP delamination of the CFRP-strengthened SHS steel column were identified. The experimental results confirm that the stereo-DIC technique can provide effective measurements for investigating the behaviors of CFRP-steel composite members.

• 한국인터넷방송통신학회논문지
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• 제23권3호
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• pp.167-173
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• 2023

자금 흐름 일치 문제(CFMP)는 T년도 간 지불해야 할 총액을 전액 현금으로 지불하지 않고 채권이나 은행 예금의 원금과 이자로 지급하여 초기 투자액을 최소화시키는 것이 목적이다. CFMP를 풀 수 있는 방법으로는 선형계획법(LP)이 유일하게 알려져 있다. 선형계획법은 T개의 선형함수를 최적화시키는 문제로 수기 식으로는 해결이 불가하여 선형계획법 해결사인 LINGO 등을 활용하는 실정이다. 본 논문은 LINGO의 도움 없이 오로지 수기 식으로 CFMP의 해를 구하는 알고리즘을 제안한다. 제안된 알고리즘은 만기 도래 일자가 최장기부터 단기의 내림차순으로 해당 채권이 차기 만기 도래 채권의 이전 년도까지 지급액을 커버하는 방법으로 채권 매수 량을 결정한다. 또한 최 단기 채권 만기 도래 이전 년도까지는 은행 예금의 원금과 이자로 충당하는 예금액을 결정하였다. 2개의 실험 데이터에 제안된 알고리즘을 적용한 결과 선형계획법에 비해 보다 정확한 결과를 얻을 수 있음을 보였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 가을 학술발표회 논문집
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• pp.441-448
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• 1999

The load distribution in a ground anchor is very complex because it involves three different materials(soil, grout, and steel), which sometimes act as composite sections (bonded length) or separately (unbounded length). Therefore it is very hard to understand load transfer mechanism on the anchor. In order to understand the load transfer, it is essential to consider the load distribution In the three different materials. On these purposes, full scale anchor test is planned on the geotechnical site at Sunkyunkwan University Prior to the test, modeling and analyses of the load transfer mechanism were performed on the data from the case histories.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.365-368
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• 2006

In this paper, the post cracking stress-crack width relationship of the composite is studied from a micromechanics points of view. Cook-Gordon debonding effect is studied by more refined method with considering of chemical friction of fiber interface. As a result, fiber with pre-debonding length retards stress development and shows more wide crack width for the same force level. longer pre-debonding length and lower pre-debonding bond strength results in lower full-debonding force, but same crack width.