• 한국의류학회지
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• 제42권2호
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• pp.224-236
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• 2018

This study analyzed differences between Jumchi-Hanji papers not dyed and dyed with persimmon juice (50% concentration) in five strength properties (tensile, wet tensile, tearing, bursting, and folding strengths). For the analysis, the undyed and the dyed Jumchi-Hanji papers were made by Jumchichigi during 40 minutes and made with the Dakji of different layer (a layer, two layers) and Choji method (Oebal-teugi, Ssangbal-teugi). Differences between Jumchi-Hanji papers dyed with the different concentration of persimmon juice (20% vs 70%) in the five strengths were also identified. For this examination, Jumchi-Hanji papers were made with two layer Dakji (Oebal-teugi Choji method) and by Jumchichigi during 60 minutes. Jumchi-Hanji papers made in this study were used as test samples. As a result, Jumchi-Hanji papers dyed with persimmon juice had higher tensile strength (CD), wet tensile strength (MD, CD), and bursting strength than those of undyed Jumchi-Hanji papers. However, tearing strengths (MD, CD) of dyed Jumchi-Hanji papers were lower than undyed Jumchi-Hanji papers. Folding strengths (CD) of dyed Jumchi-Hanji papers were low but the folding strengths (MD) of them were high compared to undyed Jumchi-Hanji papers. In addition, the concentration of persimmon juice influenced the five strength properties of Jumchi-Hanji. The tensile, wet tensile, and bursting strengths of Jumchi-Hanji papers dyed with a 70% concentration were higher than those one of Jumchi-Hanji papers dyed with a 30% concentration while the tearing and folding strengths of Jumchi-Hanji papers dyed with a 70% concentration were lower than Jumchi-Hanji papers dyed with a 30% concentration.

• 대한기계학회논문집A
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• 제30권10호
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• pp.1298-1304
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• 2006

The present paper is aiming at the evaluation for failure mechanisms and static strength of brazed joints used in household electronics. For these purposes, the failure analysis was performed on the various brazed joints, through the bursting, the micro-Victors hardness tests and 3-dimensional X-ray technique. The failure modes of brazed joints were classified into two different types, based on the results of bursting pressure test by means of self-designed internal-pressure testing machine. Their failure mechanism was dependent on the relationship between heat effect occurred in manufacturing process and internal flaws such as incomplete penetration and pin hole. Also, a finite element analysis was performed to evaluate the stress distribution with respect to the heat and the internal flaws.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 2003년도 춘계학술대회논문집
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• pp.244-248
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• 2003

Recently social demands of fuel economy and environmental regulations require the development of light materials and new manufacturing technologies. In this point, the aluminum tube hydroforming process which is satisfied with good strength-to-weight ratio and recyclability is innovative concept. However the level of the aluminum tube hydroforming technology is low in comparison with that of steel tube hydroforming. In this paper, the hydroformability of aluminum tubes in different heat treatments is presented. Theoretical results for forming limits of the wrinkling and bursting are compared with experimental results of aluminum tubes.

• 한국의류학회지
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• 제36권7호
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• pp.703-713
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• 2012

This study analyzed the physical properties and flame retardancy of Tencel FR/Cotton complex knit fabrics in order to satisfy two aspects of eco-friendliness and functionality. The flame retardant (FR) treatment of complex knit fabrics was applied by a pad-dry-cure method for additional functionality. Tensile strength, extension, bursting strength, LOI, and flame retardancy were measured by the KS (Korean Standard) K manual. The hand value knit fabrics were measured by KES-FB system. Subsequently, tensile strength and extension of wale and tensile strength of course increased in tandem with the Tencel FR yarn content. Tencel FR/Cotton complex knit fabrics were suitable for summer-weight and for baby clothes through the KES-FB system measurements. The bursting strength of Tencel FR/Cotton complex knit fabrics decreased as the contents of the Tencel FR increased; in addition, LOI increased as the contents of Tencel FR increased. This was due to the Tencel FR flame resistance function; however, the tensile strength decreased. The optimum fiber content of Tencel FR/cotton content was 1:1. The optimum conditions of flame retardant treatment were a treatment temperature $130^{\circ}C$ and the concentration of finishing agent and assistance binder (AR4260) was 35% and 1%, respectively.

• 한국포장학회지
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• 제4권2호
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• pp.3-11
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• 1998

산화전분을 골판지 구성원지인 표면라이너지와 이면라이너지에 각각 코팅하였으며 산화전분 코팅에 따른 골판지의 물성변화를 조사, 산화전분 코팅의 효과를 분석한 결과는 다음과 같았다. 산화전분의 코팅에 의해 골판지의 수직압축강도 뿐만아니라 파열강도도 동시에 개선될 수 있었다. 골판지의 파열강도는 구성 라이너지의 처리면에 관계없이 일정수준의 도공량에 도달할 때까지 크게 증가하다가 그 이상에서는 더 이상의 증가를 보이지 않았다. 표면라이너지에 처리한 골판지의 경우 도공하지 않은 골판지의 파열강도에 비해 도공량이 $2.32g/m^2$일 때 30.3%가 증가하였고 이면라이너지에 처리한 경우 도공량이 $4.84g/m^2$일 때 36.8%가 증가하였으며 표면라이너지와 이면라이너지 모두 처리한 경우 도공량이 $7.16g/m^2$일 때 39.9%가 증가하였다. 산화전분의 코팅은 골판지 원지의 섬유간 결합을 증가시키는데 기여하고 강직성을 개선시켜 골판지 수직압축강도의 개선을 가져왔다. 구성 라이너지의 처리면에 관계없이 골판지의 수직압축강도는 산화전분 도공에 의해 전반적으로 증가하였는데, 이면 라이너지에 처리한 경우 도공량이 $1.58g/m^2$일 때 11.3%가 증가하였고, 표면라이너지와 이면라이너지 모두 처리한 경우 도공량이 $2.99g/m^2$일 때 11.9%가 증가되어 소량의 산화전분 도공에 의해서도 수직압축강도가 크게 개선되었다.

• 대한토목학회논문집
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• 제33권4호
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• pp.1349-1360
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• 2013

현재 사용되는 보통 콘크리트를 이용한 PS 정착부는 응력 집중에 의한 복잡한 배근상세로 단면이 커지고, 인장응력에 저항하기 위한 추가적인 철근이 많이 배근되어 시공성이 저하된다. 그러나, 최근 개발된 UHPC를 PS 부재에 적용할 경우 높은 강도와 우수한 역학적 특성으로 인해 단면 축소 및 PS 정착부의 복잡한 배근상세를 단순화 할 수 있을 것으로 기대된다. 따라서, 이 논문에서는 UHPC 재료의 역학적 특성을 적용하여 보통 콘크리트에 비해 단면을 축소하고 별도의 정착장치와 구속철근이 없는 PS 정착부의 역학적 거동을 유한요소해석 방법을 이용하여 수행하였다. 그 결과, 최대 파열응력은 수직균열에 의한 파괴없이 저항할 수 있는 하중재하능력 기준을 만족하였으며, 발생위치는 단면 폭의 0.2배 되는 위치에서 발생하였다. 또, 도로교설계기준에서 제시된 근사해법의 파열력과 유한요소해석 결과를 비교한 결과 구속철근 보강 없이도 파열력에 저항할 수 있는 하중재하능력 기준을 만족하는 결과를 확인 할 수 있었다.

• 한국임상수의학회지
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• 제39권6호
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• pp.353-359
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• 2022

Several suture patterns can be used for cystotomy closure, and a continuous suture pattern is the most commonly used. In this study, the fluid-tight ability and other suitabilities of continuous appositional sutures, such as the simple continuous suture pattern (SC), running suture pattern (RN), and Ford interlocking suture pattern (FI), were compared for cystotomy closure. Cystotomy closure was performed using each suture method in 10 cases of ex vivo swine bladders in each group. Suture time, leakage site, suture length, bursting pressure (BP), bursting volume (BV), and circular bursting wall tension (CBWT) were measured. Suture time and suture length were the shortest in RN and the longest in FI. Leakage occurred in two places: the incision line directly and the hole made by the suture. Leakage occurred through the incision line in 4 bladders of the RN group and 2 bladders of the FI group, but not in the SC group, and in the rest of the bladders, leakage occurred through the suture hole. The values of BP, BV, and CBWT increased in the order of FI, SC, and RN. Suture time and suture length can be considered as factors related to healing and side effects. In this study, leakage through the incision was found in a less appositional area; therefore, leakage through the hole could be considered an indicator of better apposition. Good apposition is one of the conditions required for ideal cystotomy closure. The bursting strength representing the fluid-tight ability can be expressed as the CBWT. RN is expected to be efficient and cause a small degree of foreign body reaction; however, it is expected to be less stable. FI has the greatest fluid-tightness ability, but it has been proposed that side effects due to foreign body reactions most frequently occur in FI. In conclusion, SC, which is expected to have a sufficient degree of fluid-tightness and appropriate recovery, is preferable to other continuous appositional suturing methods for cystotomy closure.

• 한국포장학회지
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• 제3권2호
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• pp.17-23
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• 1996

신문고지에 볏짚펄프를 혼합하였을 때 그 혼합비율이 포장 트레이의 물성에 미치는 영향을 조사하였다. 포장 트레이의 밀도는 볏짚펄프의 혼합비율이 증가됨에 따라 전반적으로 증가하는 경향을 보였다. 파열강도는 볏짚펄프의 혼합비율이 40%에 달할 때까지는 약간 감소하다가 그 이상의 혼합비율에서 점차 증가하는 경향을 보였으며 특히 볏짚펄프 단독으로 제조할 경우 트레이의 파열강도는 급격히 증가하였다. 포장 트레이의 압축강도는 볏짚펄프의 혼합비율이 40-80%되는 구간에서 비교적 낮게 나타난 반면 20%와 100% 수준에서는 비교적 높게 나타났다. 볏짚펄프의 혼합이 이루어진 처음 20% 수준에서 투기 시간은 급격히 감소하여 80%에 이를 때까지 약간 감소하다가 100% 수준에서 투기 시간이 증가하는 현상을 나타내었다. 볏짚펄프의 혼합에 따라 트레이 표면의 L값은 약간 낮아지고 b값은 뚜렷하게 증가하여 황색으로 변화함을 알 수 있었다.

• 한국의류학회지
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• 제41권4호
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• pp.633-645
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• 2017

This study examined the effects of the number of Dakji layer (a layer, two layers), the time of Jumchichigi (20, 40 and 60 minutes) and the type of Choji method making Dakji (Oebal-teugi, Ssangbal-teugi) on five strength properties of Jumchi-Hanji. As a result, the number of Dakji layer and the time of Jumchichigi influenced the five strength properties (tensile, wet tensile, tearing, bursting, and folding strengths). Jumchi-Hanjis made with two layers of Dakijis had higher properties than Jumchi-Hanjis with a layer of Dakji in the strength properties. The more the time for Jumchichigi is spent, the more the five strength properties of Jumchi-Hanji increased. The type of Choji was related to only three strength properties. The tearing strength of Jumchi-Hanjis with one and two layers, and the wet tensile and the folding strengths of Jumchi-Hanjis with two layers depended on the type of Choji. The differences of Jumchi-Hanji and Dakji were also identified in the strength properties. All Jumchi-Hanjis had low tensile and wet tensile strengths when compared to Dakjis. However, Jumchi-Hanjis, made by sixty minute Jumchchigi, had generally higher tearing, bursting, and folding strengths than the Dakjis. In conclusion, the strength properties of Jumchi-Hanji could be improved by controlling the number of Dakji layers and the time of Jumchichigi.

• Structural Engineering and Mechanics
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• 제5권6호
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• pp.803-815
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• 1997

It is well understood that concentrated forces applied in the plane of a beam or panel (such as a wall or slab) lead to splitting forces developing within a disturbed region forming beyond the bearing zone. In a linearly elastic material the length of the disturbed region is approximately equal to the depth of the member. In concrete structures, however, the length of the disturbed region is a function of the orthotropic properties of the concrete-steel composite. In the detailing of steel reinforcement within the disturbed regions two limit states must be satisfied; strength and serviceability (in this case the serviceability requirement being acceptable crack widths). If the design requires large redistribution of stresses, the member may perform poorly at service and/or overload. In this paper the results of a plane stress finite element investigation of concentrated loads on reinforced concrete panels are presented. Two cases are examined (i) panels loaded concentrically, and (ii) panels loaded eccentrically. The numerical investigation suggests that the bursting force distribution is substantially different from that calculated using elastic design methods currently used in some codes of practice. The optimum solution for a uniformly reinforced bursting region was found to be with the reinforcement distributed from approximately 0.2 times the effective depth of the member ($0.2D_e$) to between $1.2D_e$ and $1.6D_e$. Strut and tie models based on the finite element analyses are proposed herein.