• 대한가정학회지
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• 제44권10호
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• pp.57-66
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• 2006

The purpose of this study was to evaluate the relationship between the tactile sensation and mechanical properties of towel. Six kinds of towels with different surface structure and fiber composition were used for this study. To evaluate the tactility of towel, 36 adjectives were collected and then 11 adjectives were selected. The subjective evaluation was examined by one to one comparative method and by blind test for estimating the only the sense of touch of the towels. Kawabata's Evaluation system for fabrics was used to measure the mechanical properties which are tensile, bending, shear, compression, surface, weight, and thickness of six towels. The results are as follows; First, surface structure of the towels had an effect on estimation the sense of touch. Pile surface was evaluated thicker, compacter, more cushiony, and more elastic. Waffle surface was evaluated knottier and rougher, and microfiber suede surface was evaluated softer and denser. Second, the highest value of the mechanical properties measured were G, 2HG, B, and SMD of 100% cotton 100% pile, WC, T, and W of elban loop pile, WT, 2HB, and LC of 100% cotton cut pile, RT and MIU of microfiber suede, and RC of microfiber waffle. Third, the 11 adjectives were correlated with more than one mechanical property. 'Knotty' and 'rough' were correlated with MMD and SMD, 'soft' were correlated with B, 2HB, MMD, and SMD. 'Thick', 'heavy', 'compact', and 'elastic' were correlated with WC, T, and W, 'cushiony' was correlated with WC. 'Stiff' was correlated with B and 2HB, 'dry out' was correlated with RT, WC, MIU, and T. 'Dense' was correlated with RT and SMD.

• Composites Research
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• 제30권3호
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• pp.223-228
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• 2017

본 연구에서는 폴리프로필렌(PP), 폴리프로필렌 직조섬유를 이용하여 자기강화 복합재료를 제조하고, 자기강화 복합재료에 암모늄 폴리포스페이트(APP) 및 키토산을 첨가하여 난연 자기강화 복합재료를 개발하였으며, 시험을 통하여 기계적 특성 및 난연성을 확인하였다. 시험결과, 자기강화 복합재료의 기계적 강도는 PP에 비해 크게 향상되었으나, 난연제를 첨가하는 양이 증가함에 따라 강도가 점차 감소하였다. 두 난연제 중에서는 키토산을 첨가한 자기강화복합재료가 APP를 첨가한 자기강화복합재료에 비하여 우수한 강도를 보였다. 난연성의 경우, APP를 첨가할 경우, 키토산을 첨가하는 것 보다 더욱 우수하였다. 본 연구의 결과는 자동차 및 포장산업에서 경량화 및 재활용을 위하여 응용이 가능할 것으로 기대된다.

• 한국식품조리과학회지
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• 제6권2호
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• pp.7-14
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• 1990

This study has been carried out in order to investigate the physicochemical properties of two small red bean starches. Some of rheological properties of the starch gels were also studied by experiments of various starch concentrations. Water binding capacity of black bean starch was 172.3% and that of red bean starch was 199.0%. Black bean starch had lower swelling power than red bean starch, but the solubility of the black bean starch was higher. When the temperature increased from 60$^{\circ}C$ to 70$^{\circ}C$, the transmittance of two starches rapidly increased. The gelatinized temperature in DSC for black bean was 66.2$^{\circ}C$ and that for red bean was 66.0$^{\circ}C$. Black bean and red bean starches had the blue vlaues of 0.55 and 0.56 and the alkali numbers of 4.40 and 4.13. The molecular weight of amylose was 40,000 and 33,611. The amylose contents of two starches were same at 52%. Brabender Amylographs of two small red bean starch pastes showed C pattern, which is stable. The results of compression test pointed out that TPA parameters varied with the change of storage time, and black bean starch gels had the higher TPA value. The retrogradation study by glucoamylase digestion method revealed that red bean starch gels were more easily retrogradated than black bean. X-ray diffraction patterns of two small red bean starches were A pattern, and diffraction peaks disappeared with gelatinization of starches.

• Steel and Composite Structures
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• 제16권4호
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• pp.375-387
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• 2014

The purpose of this paper is to propose a method for evaluation of varying stiffness coefficients of tailored conical shells (TCS). Furthermore, a comparison between buckling loads of these shells under axial load with the different fiber path is performed. A circular truncated conical shell subjected to axial compression is taken into account. Three different theoretical path containing geodesic path, constant curvature path and constant angle path has been considered to describe the angle variation along the cone length, along cone generator of a conical shell are offered. In the TCS with the arbitrary fiber path, the thickness and the ply orientation are assumed to be functions of the shell coordinates and influencing stiffness coefficients of the structure. The stiffness coefficients and the buckling loads of shells are calculated basing on classical shells theory (CST) and using finite-element analysis (FEA) software. The obtained results for TCS with arbitrary fiber path, thickness and ply orientation are derived as functions of shell longitudinal coordinate and influencing stiffness coefficients of structures. Furthermore, the buckling loads based on fiber path and ply orientation at the start of tailored fiber get to be different. The extent of difference for tailored fiber with start angle lower than 20 degrees is not significant. The results in this paper show that using tailored fiber placement could be applied for producing conical shells in order to have greater buckling strengths and lower weight. This work demonstrates the use of fiber path definitions for calculated stiffness coefficients and buckling loads of conical shells.

• Asian Pacific Journal of Cancer Prevention
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• 제13권12호
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• pp.6501-6504
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• 2012

Background: Multiple myeloma is the most common malignant plasma cell dyscrasia and ranks second among primary haematological malignancies. This study describes the epidemiologic, clinical and pathologic profile of monoclonal gammopathies seen in the University Hospital of the West Indies (UHWI), a tertiary care referral centre. Materials and Method: A retrospective analysis of 85 cases diagnosed at UHWI over the 5-year period 2003-2007 was conducted. The cases were identified from the bone marrow records as well as the computerized database of the Medical Records Department. Clinical presentation, family and personal history and demographic data were retrieved. Haematological and biochemical results were also analyzed. Results: There were 85 patients diagnosed with monoclonal gammopathies. The M:F ratio was 1.2:1 and the mean age was $65.7{\pm}1.3$ years. Eighty percent of the patients had skeletal pain and 40% experienced weight loss. Of the patients experiencing bone pain 56.7% had multiple lytic lesions, 26.7% had pathological fractures and 26.7% had compression fractures. Seventy-four patients (87.1%) had a haemoglobin level <12.0 g/dL with 52.9% having values <8.0 g/dL. Renal impairment was evident at diagnosis in 36.5%. Hypercalcemia was seen in 26.5% and hyperuricemia in 45.9%. Of the 79 patients who had serum protein electrophoresis performed, 77.2% had at least one monoclonal band and of these 24.6% had a monoclonal protein also present on urine protein electrophoresis. Conclusions: The demographic profile in this group of patients is largely similar to other studies in predominantly Caucasian populations; however there was a notable increase in prevalence of severe disease at presentation, with the majority of patients presenting at the most advanced stage. It is probable that these differences reflect socioeconomic factors and not merely inherent ethnic variation in disease biology.

• KCI Concrete Journal
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• 제13권1호
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• pp.43-51
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• 2001

Although portland cement concrete is one of the most universal construction materials, it has some disadvantage such as shrinkage, which is an inherent characteristic. Because of this shrinkage, combined with the low tensile strength of the material, cracks of varying sizes can be found in every reinforced concrete. To prevent this cracking, keeping the concrete in compression by mechanical prestress has been used. This study discusses application of expansive additives for concrete to improve the serviceability of precast concrete box culvert by inducing chemical prestress. For this purpose, both expansive concrete slabs and normal concrete slabs are tested to verify the effect of expansive additives. Then the failure tests of the fullscale precast box culverts were carried out and the critical aspects of the structural behavior were investigated. The result of the material testis shows that the optimal proportion of expansive additives is 13 percent of cement weight, and the properties of expansive concrete are the same as those of normal concrete in that proportion. Both the experimental cracking load and service load of the expansive concrete members are increased in comparison with those of the normal concrete, but the ultimate load is decreased slightly. In addition to the above results, the deformation of expansive concrete member is lets than that of normal concrete member, and permanent strain which results from cyclic load is decreased. It can be concluded that the use of expansive additives to induce chemical prestress in precast concrete box culvert greatly improves the serviceability.

• 한국결정성장학회지
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• 제22권5호
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• pp.254-259
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• 2012

순환유동층 연소방식의 화력발전소에서 석탄을 연소시킨 후 발생하는 석탄재 중 탄산화 반응 인자인 Ca 성분을 다량 포함한 비산회를 시멘트에 일정량 치환하여 제조한 인공경량 경화체를 초임계상태에서 이산화탄소($CO_2$)를 고정화하여 골재의 기계적 물성향상을 도모하였다. 초임계 분위기 $40^{\circ}C$ 조건에서 비산회의 치환량을 변화시켜 재령일수별 탄산화를 시행하였다. 비산회 치환량에 따른 탄산화 반응시킨 인공경량골재 경화체의 무게변화율, TG/DTA 분석, 1 % 페놀프탈레인 알칼리성 측정을 통하여 탄산화 진행여부를 확인하였으며 28일까지의 재령 이후 경화체의 압축강도 측정과 비중측정을 통하여 골재의 기계적 물성향상과 인공경량골재의 기준 비중치인 2.0 이하의 비중값을 갖는 탄소고정 인공경량골재 경화체를 얻는 것이 가능할 것으로 판단되었다.

• 한국지반공학회지:지반
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• 제12권5호
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• pp.127-136
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• 1996

초 경량재인 E.P.S(20~30kg/m3)를 성토재로 사용하여 부족한 지지력과 침하에 대한 안정 성을 확보하는 방법이 최근 많이 사용되고 있다. 국내에서는 1993년 인천의 연약지반상 교대 됫채움재로 이 공법이 처음 사용된 이래 점차 활용이 늘어나고 있는 실정이다. 그러나 아직까지 EPS를 성토 재료로 사용한 지반에서 EPS의 거동을 예측하기 위한 합리적인 수치해석 모델이 제시되어 있지 않고 일축압축강도 및 크리프시험 결과에 따른 설계강도만이 제안되어 있는 실정이다. 따라서 본 연구에서는 성토재료로 사용된 EPS의 수치해석 모델을 제시하기 위하여 성토재로 사용되는 여러 종류 밀도의 EPS에 대해 구속압을 변화시키면서 삼축압축시험을 실시하였다. 삼축압축시험 결과를 분석하여 EPS의 축방향 변형률-응력 관계와 이의 도함수 그리고 포아송비를 밀도와 구속압에 의한 함수식으로 나타낼 수 있었다. 이 관계로부터 EPS의 거동을 예측하기 위한 비선형모델을 제안하였다.

• 한국방재학회 논문집
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• 제7권2호통권25호
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• pp.35-44
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• 2007

일반적으로 유동성 뒤채움재는 모래, 플라이애쉬, 물과 소량의 시멘트를 혼합하여 이용한다. 플라이애쉬는 재활용재료로서 최근에 재활용 활용도가 매우 높아, 이를 대체할 대체제로서 해양준설토를 이용하였다. 해양준설토를 이용한 유동성 뒤채움재의 특성을 비교하기 일반바다모래를 이용한 혼합물을 이용하였다. 해양준설토를 이용한 유동성 뒤채움재의 흐름특성, 경화특성 및 일축압축강도 특성을 평가하였다. 유동성 뒤채움재의 초기 공용성평가를 위해 최적의 배합비에서 3일 양생한 시료의 강도 특성을 이용하였다. 시간에 따른 유동성 뒤채움재의 점착력과 내부마찰각을 평가하였다. 또한 차량하중에 의한 침하량을 평가하기 위하여 크리프시험을 수행하였다. 이동용 FWD를 이용하여 혼합재료의 탄성계수를 역산하였다. 이러한 실험결과로부터 해양준설토를 이용한 유동성 뒤채움재의 공학적 특성은 도로하부 지하매설물용 뒤채움재로서 충분한 것으로 판단되었다.

• 한국펄프종이공학회:학술대회논문집
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• 한국펄프종이공학회 2000년도 춘계학술발표논문집
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• pp.70-70
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• 2000

This study is a continuation of the previous experimental analysis and is mostly focused on handsheet strength properties. Four completely different fibers, which were Hw-BKP, Sw-BKP, white ledger, and OCC, were selected to investigate the effect of mechanical pre-treatment by Hobart mixer on handsheet strength properties. After equal time mechanical pre-treatment, the fibers were refined with laboratory valley beater for 10, 20 and 30 minutes, and handsheets were prepared from the fibers for physical strength comparison. Handsheets from SW-BKP and OCC showed 5-30% increase of breaking length, burst index, tear index, and compression index while handsheets from HW-BKP and white ledger no Increase except tear index. In Hobart mixer pre-treatment, HW-BKP and white ledger fibers were easily attached to the wall of the mixer bowl and mechanical action was not effectively applied. The fiber length of Hw-BKP and white ledger were 0.837mm and 1.591 mm, respectively, while SW-BKP and OCC were 2.744 mn and 2.033 mm, respectively, in weight weighted length. The effective mechanical pre-treatment seems to be related to the fiber length. Tear indexes of the pre-treated furnish were much higher than no pre-treatment at the same breaking length level.