• 자동차안전학회지
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• 제11권1호
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• pp.40-47
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• 2019

First, three point bending analysis for the inclined press door impact beam was carried out to investigate inclination angle effect on the maximum strength with varying support distance. Next, for the system model with spring elements representing body stiffness at door mounting area, the bending structural behavior of impact beam mounted on vehicle was estimated. The mounting distance and inclination angle were changed and the beam bending buckling strength was presumed at the head displacement below which spring stiffness change has little effect on the load. Finally strength ratio to predict the bending buckling strength of impact beam mounted on vehicle from three point bending maximum strength of fixed support distance was suggested.

• Carbon letters
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• 제6권4호
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• pp.234-242
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• 2005

Bending and tensile properties of 2D cross-ply C/C composites with processing heat treatment temperature (HTT) are evaluated. C/C composites used are made from two types of PAN based T700 and M40 carbon fibers with phenolic resin as carbon matrix precursor. Both the types of composites are heat treated at different temperatures (ranging from 750 to $2800^{\circ}C$) and characterized for bending and tensile properties. It is observed that, real density and open porosity increases with HTT, however, bulk density does show remarkable change. The real density and open porosity are higher in case T-700 carbon fiber composites at $2800^{\circ}C$, even though the density of M40 carbon fiber is higher. Bending strength is considerably greater than tensile strength through out the processing HTT due to the different mode of fracture. The bending and tensile strength decreases in both composites on $1000^{\circ}C$ which attributed to decrease in bulk density, thereafter with increase in HTT, bending and tensile strength increases. The maximum strength is in T700 fiber based composites at HTT $1500^{\circ}C$ and in M40 fiber based composites at HTT $2500^{\circ}C$. After attending the maximum value of strength in both types of composite at deflection HTT, after that strength decreases continuously. Decrease in strength is due to the degradation of fiber properties and in-situ fiber damages in the composite. The maximum carbon fiber strength realization in C/C composites is possible at a temperature that is same of fiber HTT. It has been found first time that the bending strength more or less 1.55 times higher in T700 fiber composites and in M40 fiber composites bending strength is 1.2 times higher than that of tensile strength of C/C composites.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2003년도 학술.기술논문발표회
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• pp.109-113
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• 2003

In this experiment, we distribute the bending angle to 60$^{\circ}$, 90$^{\circ}$, 120$^{\circ}$, and we separate it in to two groups. One is straightening right after bending and the other is straightening after one week. The bars we will use are HD13 and HD16. The number of tests will be 60 times. In the case of HD16, the increase of bending angle decreased yield strength and maximum strength. And compared with thinner bars, HD16 showed bigger differences in yield strength and maximum strength when the 'being bent' duration got longer. So it shows that when we bend and after straighten a bar, stress change takes place on the surface of the bar. At the beginning it shows it's ductility after that it deforms while transforming it's character to destroying. And also, if we straighten a bar after bending, it doesn't get straighten like the original form. So it makes torsion and this torsion makes moments in different areas.

• 한국인터넷방송통신학회논문지
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• 제9권3호
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• pp.45-54
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• 2009

본 논문은 신경외과 및 일반외과 영역에서 골 고정용 금속판으로 골 수술 및 치료를 하는 과정에서 골 고정요 금속판의 굴곡강도와 강성을 평가할 수 있는 강요평가 알고리즘을 구현하였다. 굴곡곡선의 최대 포인트 점은 0.2% 상쇄변위(offset displacement)에서 평형하게 접근 할 수 있는 포인트 P점을 최대 하중에 부여하는 굴곡 점으로 적용하였다. 실험에 사용한 플레이트(Plate)는 ${\Phi}13$와 ${\Phi}18$이며, 강도평가의 알고리즘은 플레이트 ${\Phi}13$, ${\Phi}18$, ${\Phi}13-{\Phi}18$ 비교하였으며, 플레이트에 압박하는 힘의 알고리즘을 산출한 결과 굽힘강도의 최대값이 311N, 387N, 410N, 474N로 나타났고, 변위(Displacement)에 따라 하중에 견디는 시점인 인장강도가274(N), 324(N), 382(N), 394(N)로 나타났음으로 이 시점이 금속판의 굴곡운동 값으로 결정되었다. 본 연구의 결과로 한 개의 축을 기준으로 발생하는 골 고정용 금속판의 강도 조절 문제를 평가알고리즘으로 구성함으로 해결할 수 있었고, 형태 변화에 따른 조절기능을 검증할 수 있는 시스템이 새로운 알고리즘 형성으로 가능할 것으로 예상된다.

• 농업과학연구
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• 제3권2호
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• pp.214-224
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• 1976

양생온도(養生溫度)가 혼화재(混和材)를 사용(使用)한 모르터의 강도(强度)에 미치는 영향(影響)을 조사(調査)키 위해서 양생온도(養生溫度)를 $20^{\circ}C$, $30^{\circ}C$, $35^{\circ}C$로 하여 모르터의 압축(壓縮), 인장(引張), 곡강도시험(曲强度試驗)을 실시(實施)하였고 그 결과(結果)를 요약(要約)하면 다음과 같다. 양생온도(養生溫度) $1^{\circ}C$ 상승(上昇)에 대(對)한 강도증가(强度增加)는 기준강도(基準强度)에 대(對)하여 연탄재첨가시(添加時) 압축강도(壓縮强度)에서 1.58%, 인장강도(引張强度)에서 0.96%, 곡강도(曲强度)에서 1.26% 증가(增加)했다. 동일(同一)한 경우 플라이애쉬 첨가시(添加時) 압축강도(壓縮强度)에서 1.3%, 인장강도(引張强度)에서 0.99%, 곡강도(曲强度)에서 1.18%의 증가(增加)를 나타냈다. 압축강도(壓縮强度)는 플라이애쉬 첨가량(添加量) 25%에서 인장강도(引張强度)는 20%, 곡강도(曲强度)도 20%에서 최대치(最大値)를 나타냈다. 연탄재를 혼합(混合)한 경우 압축강도(壓縮强度)에서 20% 인장강도(引張强度)에서 15~20%, 곡강도(曲强度)에서 20% 첨가(添加)할 때 최대치(最大値)를 나타냈다. 연탄재 첨가(添加)의 경우가 플라이애쉬 첨가(添加)의 경우 보다 저강도(低强度)이나 양생온도(養生溫度)의 조절(調節)로 소요(所要)의 강도(强度)를 얻을수 있기 때문에 혼화재(混和材)로서 개발(開發)할 여지(餘地)가 충분(充分)히 있는 것으로 사료(思料)된다.

• 한국항해학회지
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• 제8권2호
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• pp.43-50
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• 1984

When the static load is applied to the ship's hull the deflection due to the bending moment from longitudinal direction has not been considered in the usual calculation of maximum bending moment. In fact, however, the deflection of ship's hull must be affected by the above-stated bending moment, and in this case the value of the maximum bending moment would be lessened in comparision with the result of usual calculation. In this paper, the author at first calculated the difference between the two values in case of rectangular barge, and suggested a practical criterion of longitudinal strength.

• Journal of the Korean Wood Science and Technology
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• 제41권5호
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• pp.392-398
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• 2013

This study investigated the effect of test zone selection for evaluating bending strength of visually graded lumber. This will contribute to the understanding of two different methods under different standards. In method I, the major defect was randomly placed in the test specimen. In method II, the major defect was randomly placed in the maximum moment zone (MMZ). The results showed that the method II is more accurate for reflecting the effect of defects governing the grade of lumber. Unless the maximum strength-reducing defect (MSRD) is placed in MMZ, the evaluated value would be higher than that of MSRD. For evaluating the modulus of rupture (MOR) of visually graded lumber in test set-up of Method I, the Eq. (5) needs to be considered.

• 한국산업융합학회 논문집
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• 제25권5호
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• pp.827-833
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• 2022

In this study, the prediction of the bending angle for the 350 A bellows-type expansion joints and the structural stability according to the load were determined. The stability of the 2km piping system was predicted by applying the allowable bending angle of the expansion pipe joint obtained from the analysis. The maximum bending angle was calculated through bending analysis of the bellows-type expansion joints, and the maximum bending angle by numerical calculation was about 1.8°, and the maximum bending angle of the bellows obtained by comparing the allowable strength of the material was about 0. 22°. This angle was very stable compared to the allowable bending angle (3°) of the expansion pipe joint regulation. By applying the maximum bending angle, the allowable maximum deflection of the 2 km pipe was about 3.8 m. When the seismic load was considered using regression analysis, the maximum deflection of the 2km pipe was about 142.3mm, and it was confirmed that the bellows-type expansion joints and the deflection were stable compared to the allowable maximum deflection of the pipe system. These research results are expected to present design and analysis guidelines for the construction of piping and the development of bellows systems, and to be used as basic data for systematic research.

• 한국포장학회지
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• 제7권1호
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• pp.9-15
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• 2001

Top-to-bottom compression strength of corrugated fiberboard boxes is partly dependent on the load-carrying ability of the central panel areas. The ability of these central areas to resist bending under load will increase the stacking strength of the box. The difference of box compression strengths, among boxes which are made with identical dimensions and fabricated with same components but different flute sizes, is primarily due to difference of the flexural stiffness of the box panels. Top-to-bottom compression strength of a box is accurately predicted by flexural stiffness measurements and the edge crush test of the combined boards. This study was carried out to analyze the flexural stiffness, maximum bending force and maximum deflection for various corrugated fiberboards by experimental investigation. There were significant differences between the machine direction (MD) and the cross-machine direction (CD) of corrugated fiberboards tested. It was about 50% in SW and DW, and $62%{\sim}74%$ in dual-medium corrugated fiberboards(e.g. DM, DMA and DMB), respectively. There were no significant differences of maximum deflection in machine direction among the tested fiberboards but, in cross direction, DM showed the highest value and followed by SW, DMA, DMB and DW in order. For the corrugated fiberboards tested, flexural stiffness in machine direction is about $29%{\sim}48%$ larger than cross direction, and difference of flexural stiffness between the two direction is the lowest in DMA and DMB.

• 대한치과기공학회지
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• 제7권1호
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• pp.19-25
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• 1985

In oder to compare and measure bond strength of ceramometal system with use of ceramco porcelain powder including SnO2 and uni metal, Rexillium III, Vera Bond as non precious alloys manufactured for porecelain-metal restorations. Total 24 test sample were constructed. All Test sample were measured with a Mitutoyo micrometer graduated to 0.01mm. It is as follows measured of thickness 3.3mm(metal : 1.1mm, porcelain: 2.2mm), width 12mm, length 30mm(porcelain 12mm x 12mm), Compared maximum bending stress test. The results obtained were as follows: 1. Bond strength of each metal with ceramco porcelain powder showed statistical significance.(P<0.05) 2. Vera Bond and uni metal, uni metal and Rexillium III revealed no statistical Significance.(P>0.05) Vera Bond and Rexillium III showed statistical significance.(P<0.05) 3. The order of maximum bending stress was Rexillium III, uni metal, vera Bond. The order of bond strength ratio making bending stress was Vera bond, uni metal, Rexillium III.