• 대한치과교정학회지
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• 제32권5호
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• pp.343-353
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• 2002

제1소구치 발치를 동반한 설측교정치료시 lingual K-loop archwire로 전치부 후방견인을 시 행한 경우 전치부 및 구치부에서 치조골에 발생하는 초기응력을 알아보기 위하여, K-loop의 vortical leg 길이는 15mm로 하고 편측당 350gm의 힘으로 활성화시 킨 후 상악궁 광탄성 모형의 응력동결을 시행하고 각 치아별로 절단하여 3차원 광탄성법으로 분석한 바 다음과 같은 결론을 얻었다. 1. 중절치의 근심면은 치관측일수록 더 큰 인장응력을 보였으며 원심면은 치관측일수록 더 큰 압축응력을 보였다. 순면에서는 치관측일수록 더 큰 인장응력을 보였으며 설면에서는 치근측일수록 더 큰 압축응력을 보였다 치근첨에서는 압축응력이 나타났다. 2. 측절치의 근심면에서는 치관측만 인장응력이 관찰되었고 원심면에서는 고른 압축응력을 보였다. 순면에서는 치관측일수록 더 큰 인장응력이 관찰되었고 설면에서는 치관측에서는 인장응력을, 치근측에서는 압축응력을 보였다. 치근첨에서는 압축응력이 관찰되었다. 3. 견치의 근심면은 치관측에서는 인장응력을, 치근측에서는 압축응력을 보였고 원심면은 인장응력을 보였다. 순면과 설면은 치관측일수록 큰 인장응력을 보였다. 순면보다 설면에서 더 큰 인장응력을 보였다. 치근첨에서는 압축응력이 관찰되었다. 4. 제2소구치는 근심면은 인장응력을 보이며 원심면은 치관측에서는 압축응력을, 치근측에서는 인장응력을 보였다. 협면은 치관측에서 압축응력을 보였으며, 설면은 치관측일수록 더 큰 인장응력이 관찰되었다. 치근첨에서는 인장응력을 보였다. 5. 제1대구치는 근원심면 모두에서 치관측일수록 더 큰 인장응력을 보였다. 협면에서는 응력이 나타나지 않았고, 설면은 치관측일수록 더 큰 인장응력이 관찰되었다. 협측치근들의 치근첨에서는 압축응력을, 구개측치근의 치근첨에서는 무응력을 보였다. 6. 제2대구치는 모든 치근의 치근첨에서 압축응력이 관찰되었다. 근심면은 치관측일수록 더 큰 압축응력을, 원심면은 치관측일수록 더 큰 인장응력을 보였다 협면은 치관측일수록 더 큰 인장응력을, 설면은 치관측일수록 더 큰 압축응력을 나타내었다. 따라서 전치부 후방견인시 transverse bowing effect는 뚜렷이 나타났으나, vertical bowing effect는 나타나지 않고 오히려 전치부가 함입되려는 응력이 발생하였다.

• 소성∙가공
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• 제7권1호
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• pp.23-35
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• 1998

In order to analyze the tensile deformation characteristics of laser welded tailored blanks. laser welded blanks of different thikness and strength combinations were prepared and tensile tests were done. The tensile elongation along the direction perpendicular to weld line of laser welded blanks was reduced as increasing the deformation restraining force (strength X thicknes) ratio between two welded sheets and fracture occurred at weaker side of base sheets if void ration of welded sheets and fracture occurred at weaker side of base sheets if void ratio of weld section was less than 45% The tensile elongation along weld line reached above 90% of the elongation of base material if welding was done perfectly. Total elongation along the direction perpendicular to weld line was able to be predicted by force equilibrium and power law behavior of base sheets and it was related with the deformation of stronger sheet and formability of weaker side.

• 한국음향학회지
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• 제28권4호
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• pp.299-307
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• 2009

본 연구에서는 마이크로스피커에서 진동판의 패턴에 따른 음향특성의 변화를 연구하였다. 진동판을 에지부와 돔부로 크게 나누고, 이들 각각에 대한 패턴형태의 변화는 진동판의 인장강도에 영향을 주는 것으로 나타났고, 그 결과로써 마이크로스피커의 공명진동수가 변하였다. 에지부에서 패턴의 수가 증가하면, 공명진동수가 증가하여 최대가 된 후에 다시 지수함수적으로 감소하였다. 에지부에서 "U"형 드릴의 사용, 회오리형 패턴과 "V"형 드릴의 각도를 감소시키거나 또는 돔부에서 방사형 패턴의 수와 돔 높이의 감소와 곡률반경의 증가는 진동판의 인장강도를 증가시켜 공명진동수를 높였다. 그러나 에지부에서 "V"형 드릴의 사용, 방사형 패턴과 "V"형 드릴각도의 증가와 돔부에서 방사형 패턴의 수와 돔의 높이를 증가시키거나 곡률반경을 감소시키면 진동판의 인장강도가 감소하여 공명진동수가 감소하였다.

• International Journal of Concrete Structures and Materials
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• 제10권2호
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• pp.237-247
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• 2016

Progressive collapse resistance of RC buildings can be analyzed by considering column loss scenarios. Using finite element analysis and a static test, the progressive collapse process of a RC frame under monotonic vertical displacement of a side column was investigated, simulating a column removal scenario. A single-story 1/3 scale RC frame that comprises two spans and two bays was tested and computed, and downward displacement of a side column was placed until failure. Our study offers insight into the failure modes and progressive collapse behavior of a RC frame. It has been noted that the damage of structural members (beams and slabs) occurs only in the bay where the removal side column is located. Greater catenary action and tensile membrane action are mobilized in the frame beams and slabs, respectively, at large deformations, but they mainly happen in the direction where the frame beams and slabs are laterally restrained. Based on the experimental and computational results, the mechanism of progressive collapse resistance of RC frames at different stages was discussed further. With large deformations, a simplified calculation method for catenary action and tensile membrane action is proposed.

• 소성∙가공
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• 제13권3호
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• pp.285-289
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• 2004

Micro tensile test specimens of thin film single crystal silicon for the most useful structural materials in MEMS (Micro Electro Mechanical System) devices were fabricated using SOI (Silicon-on-Insulator) wafers and MEMS processes. Dimensions of micro tensile test specimens were thickness of $7\mu\textrm{m}$, width of 50~$350\mu\textrm{m}$, and length of 2mm. Top and bottom silicon were etched using by deep RIE (Reactive Ion Etching). Thin film aluminum markers on testing region of specimens with width of $5\mu\textrm{m}$, lengths of 30~$180\mu\textrm{m}$ and thickness of 200 nm for measuring tensile strain were fabricated by aluminum wet etching method. Fabricated side wall angles of aluminum marker were about $45^{\circ}~50^{\circ}$. He-Ne laser with wavelength of 633nm was used for checking fringed patterns.

• Journal of Welding and Joining
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• 제28권1호
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• pp.34-40
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• 2010

In Friction Stir Lap Welding(FSLW), the movement of material within the weld was more important than the microstructure, due to the interface present between the sheets. Thus, The soundness of free defect, Effective Sheet Thickness(EST) and width of joint were most important factor of mechanical properties. Specimens by lap joint types that were 'A-type' and 'R-type' were made in this study. A-type tensile specimen was loaded at advancing side and R-type tensile specimen was loaded at retreating side. Macro-, micro-structural observation and mechanical properties of FSLW A5052-H112 alloy ware investigated under varying rotating and welding speed. The results were as follows: Material hook formed decreasing after sharply increasing was appeared at the end interface of joint area in advanced side, and material hook formed decreasing after smoothly increasing was observed at that in retreated side. Tensile load had no relation with defects. As rotating speed was higher, tensile strength was increasing and EST was decreasing regardless of joint types. joint efficiency was over 70%. In a result of fractography, fracture in A-type was partially occurred by dimple in SZ, and fracture in R-type was generally occurred by dimple in HAZ.

• Structural Engineering and Mechanics
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• 제84권5호
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• pp.633-649
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• 2022

In this study, the effect of circle tunnel on the force distribution around underground rectangular gallery was investigated using theoretical approach, experimental test and Particle flow code simulation (PFC). Gypsum model with dimension of 1500×1500 mm was built. Tensile strength of material was 1 MPa. Dimension of central gallery was 100 mm×200 mm and diameter of adjacent tunnel in its right side was 20 mm, 40 mm and 60 mm. Horizontal distance between tunnel wall and gallery edge were 25, 50, 75, 100 and 125 mm. using beam theory, the effect of tunnel diameter and distance between tunnel and gallery on the induced force around gallery was analyzed. In the laboratory test, the rate of loading displacement was set to 0.05 millimeter per minute. Also sensitivity analysis has been done. Using PFC2D, interaction between tunnel and gallery was simulated and its results were compared with experimental and theoretical analysis. The results show that the tensile force concentration has maximum value in center of the rectangular space. The tensile force concentration at the right side of the axisymmetric line of gallery has more than its value in the left side of the galleries axisymmetric line. The tensile force concentration was decreased by increasing the distance between tunnel and rectangular space. In whole of the configurations, the angles of micro cracks fluctuated between 75 and 105 degrees, which mean that the variations of tunnel situation have not any influence on the fracture angle.

• 한국자기학회지
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• 제13권2호
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• pp.76-81
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• 2003

매설된 송유관이나 가스관의 외부면과 내부면에 생성된 원형 결함(double circular pit) 부근에서 누설되는 자속 신호에 미치는 결함깊이와 인장응력(tensile stress)의 영향을 3차원 유한요소법을 이용하여 계산하였다. 배관의 축 및 방사상 방향의 누설자속 (Magnetic Flux Leakage: MFL) 신호는 배관 외$.$내부 면의 이중 결함깊이와 인장응력에 의해 영향을 받으며, 결함의 깊이가 깊어질수록 인장응력이 커질수록 MFL 신호는 증가하였다. 그러나 원주 방향의 MFL 신호는 결함깊이와 인장응력에 거의 영향을 받지 않았다.

• 한국재료학회지
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• 제30권3호
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• pp.111-116
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• 2020

Two different casting speeds of 60 and 80mm/min are adopted to determine the effect of casting speed on the microstructure and mechanical properties of Al-Mg-Si/Al hybrid material prepared by duo-casting. The obtained hybrid material has a uniform and straight macro-interface between the pure Al side and the Al-Mg-Si alloy side at both casting speeds. When the casting speed is increased to 80mm/min, the size of primary α phases in Al-Mg-Si alloy decreases, without change of shape. Although the Al-Mg-Si alloy produced at higher casting speed of 80mm/min shows much higher ultimate tensile strength (UTS) and 0.2 % proof stress and lower elongation, along with higher bending strength compared to the case of the 60mm/min in casting speed, the tensile properties and bending strength of the hybrid material, which are similar to those of pure Al, are the same regardless of the increase of casting speed. Despite the different casting speeds, deformation and fracturing in hybrid materials are observed only on the pure Al side. This indicates that the macro-interface is well-bonded, allowing it to endure tensile and bending deformation in all hybrid materials.

• Steel and Composite Structures
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• 제45권4호
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• pp.605-619
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• 2022

The tensile behavior of the Thread-fixed One-side Bolt (TOB) at high temperatures was studied using the Finite Element Modeling (FEM) to explore the structural responses that could not be measured in tests. The accuracy of the FEM was verified using the test results from the failure mode, load-displacement curve as well as yielding load. Three typical failure modes of TOB connected T-stubs were observed, which were the Flange Yielding (FY), the Bolt Failure (BF) and the Coupling Failure mode (CF). The influence of the flange thickness tb and the temperature θ on the tensile behavior of the T-stub were discussed. The initial stiffness and the yielding load decreased with the increase of the temperature. The T-stubs almost lost their resistance when the temperature exceeded 700℃. The failure modes of T-stubs were mainly decided by the flange thickness, which relates to the anchorage of the hole threads and the bending resistance of flange. The failure mode could also be changed by the high temperature. Design equations in EN 1993-1-8 were modified and verified by the FEM results. The results showed that these equations could predict the failure mode and the yielding load at different temperatures with satisfactory accuracy.