• 대한치과교정학회지
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• 제41권5호
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• pp.354-360
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• 2011

Objective: To investigate the effects of different pilot-drilling methods on the biomechanical stability of self-tapping mini-implant systems at the time of placement in and removal from artificial bone blocks. Methods: Two types of artificial bone blocks (2-mm and 4-mm, 102-pounds per cubic foot [102-PCF] polyurethane foam layered over 100-mm, 40-PCF polyurethane foam) were custom-fabricated. Eight mini-implants were placed using the conventional motor-driven pilot-drilling method and another 8 mini-implants were placed using a novel manual pilot-drilling method (using a manual drill) within each of the 2-mm and 4-mm layered blocks. The maximum torque values at insertion and removal of the mini-implants were measured, and the total energy was calculated. The data were statistically analyzed using linear regression analysis. Results: The maximum insertion torque was similar regardless of block thickness or pilot-drilling method. Regardless of the pilot-drilling method, the maximum removal torque for the 4-mm block was statistically higher than that for the 2-mm block. For a given block, the total energy at both insertion and removal of the mini-implant for the manual pilot-drilling method were statistically higher than those for the motor-driven pilot-drilling method. Further, the total energies at removal for the 2-mm block was higher than that for the 4-mm block, but the energies at insertion were not influenced by the type of bone blocks. Conclusions: During the insertion and removal of mini-implants in artificial bone blocks, the effect of the manual pilot-drilling method on energy usage was similar to that of the conventional, motor-driven pilot-drilling method.

• 대한소아치과학회지
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• 제30권4호
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• pp.581-592
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• 2003

본연구는 유치와 영구치의 우식상아질을 제거하는 방법에 따른 상아질표면의 변화와 산부식양상, 혼성층의 양상, 그리고 이들이 상아질에 대한 복합레진의 전단결합강도에 미치는 영향을 평가할 목적으로 시행되었다. 92개의 유구치와 92개의 영구 구치를 준비하여 상아질 표면을 노출시키고 인공우식을 유발시켰다. 이중 32개의 유구치와 32개의 영구구치는 $Carisolv^{TM}$과 bur로 삭제후 상아질표면을 SEM관찰하였으며 나머지 치아에서는 레진-상아질간 전단결합강도를 측정하였다. 두가지 접착시스템(Single bond system, self-etching bonding system)과 한 종류의 레진(Z250, 3M)을 사용하였으며 다음과 같은 결과를 얻었다. 1. $Carisolv^{TM}$의 우식치질 제거효과는 영구치보다 유치에서 더 우수하였으며, bur로 제거한 경우보다 더 거친 상아질 표면이 관찰되었다. 2. 산부식처리한 경우 유치와 영구치 모두 우식제거방법과 관계없이 도말층이 제거된 양상을 보였다. 3. Single bond system을 이용한 경우 두터운 $2-4{\mu}m$의 혼성층과 $10-15{\mu}m$의 adhesive layer가 관찰된 반면, self-etching bonding system에서는 비교적 얇은($1-2{\mu}m$) 혼성층만이 형성되었다. 4. 전단결합강도는 유치와 영구치 모두 우식제거방법에 관계없이 Single bonding agent를 적용한 경우에 self-etching bonding agent를 적용한 군보다 유의하게 높게 나타났다(P<0.05). 5. $Carisolv^{TM}$와 self-etching bonding agent 처리군에서 bur와 self-etching system 처리군보다 다소 높은 전단결합강도를 보였으나 유의성은 없었다(P>0.05).

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2007년도 춘계학술대회 논문집
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• pp.511-512
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• 2007

• 대한치과교정학회지
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• 제42권1호
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• pp.4-10
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• 2012

Objective: To determine the effect of surface anodization on the interfacial strength between an orthodontic microimplant (MI) and the rabbit tibial bone, particularly in the initial phase aft er placement. Methods: A total of 36 MIs were driven into the tibias of 3 mature rabbits by using the self-drilling method and then removed aft er 6 weeks. Half the MIs were as-machined (n = 18; machined group), while the remaining had anodized surfaces (n = 18; anodized group). The peak insertion torque (PIT) and the peak removal torque (PRT) values were measured for the 2 groups of MIs. These values were then used to calculate the interfacial shear strength between the MI and cortical bone. Results: There were no statistical differences in terms of PIT between the 2 groups. However, mean PRT was significantly greater for the anodized implants ($3.79{\pm}1.39$ Ncm) than for the machined ones ($2.05{\pm}1.07$ Ncm) (p < 0.01). The interfacial strengths, converted from PRT, were calculated at 10.6 MPa and 5.74 MPa for the anodized and machined group implants, respectively. Conclusions: Anodization of orthodontic MIs may enhance their early-phase retention capability, thereby ensuring a more reliable source of absolute anchorage.

• Steel and Composite Structures
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• 제11권3호
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• pp.251-271
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• 2011

To make direct comparisons regarding the cyclic behavior of thin steel plate shear walls (TSPSWs) with different infill-to-boundary frame connections, two TSPSWs were tested under quasi-static conditions, one having the infill plate attached to the boundary frame members on all edges and the other having the infill plate connected only to the beams. Also, the bare frame that was used in the TSPSW specimens was tested to provide data for the calibration of numerical models. The connection of infill plates to surrounding frames was achieved through the use of self-drilling screws to fish plates that were welded to the frame members. The behavior of TSPSW specimens are compared and discussed with emphasis on the characteristics important in seismic response, including the initial stiffness, ultimate strength and deformation modes observed during the tests. It is shown that TSPSW specimens achieve significant ductility and energy dissipation while the ultimate failure mode resulted from infill plate fracture at the net section of the infill plate-to-boundary frame connection after substantial infill plate yielding. Experimental results are compared to monotonic pushover predictions from computer analysis using strip models and the models are found to be capable of approximating the monotonic behavior of the TSPSW specimens.

• Steel and Composite Structures
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• 제43권4호
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• pp.511-522
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• 2022

An experimental investigation to study the behaviour of connections between cold-formed steel (CFS) joist and plywood structural panel is presented in this paper. Material testing on CFS and plywood was carried out to assess their mechanical properties and behaviour. Push-out tests were conducted to determine the slip modulus and failure modes of three different shear connection types. The employed shear connectors in the study were; size 14 (6mm diameter) self-drilling screw, M12 coach screw, and M12 nut and bolt. The effective bending stiffness of composite cold-formed steel and plywood T-beam assembly is calculated based on the slip modulus values computed from push-out tests. The effective bending stiffness was increased by 25.5%, 18% and 30.2% for self-drilling screw, coach screw, nut and bolt, respectively, over the stiffness of cold-formed steel joist alone. This finding suggests the potential to enhance the structural performance of composite cold-formed steel and timber flooring system by mobilisation of composite action present between timber sheathing and CFS joist.

• Journal of Advanced Marine Engineering and Technology
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• 제18권2호
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• pp.64-74
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• 1994

The gundrill is capable of machining for having large length to diameter ratio in single pass. The techniques of gundrill and gun boring began developing in the late 18th century with the need for more accurate bores in rifle, cannon, machinery part and marine part etc. The main feature of the gun drilling provides a stabilizing cutting force resultant necessary for self guidance of the drill head. A study of the accuracy and surface finish of holes produced would reveal quite useful information regarding the process. The thesis deals with the experimental results obtained during gun drilling on marine part materials for different machining conditions.

• 해양환경안전학회지
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• 제28권4호
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• pp.601-609
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• 2022

잭업드릴링 리그는 해양 석유와 가스 탐사 산업에서 널리 사용되는 모바일 해양 플랫폼이다. 그것은 시추 및 생산을 위한 캔틸레버 시추 장치가 있는 독립적인 3개의 다리가 있는 자체 승강식 장치이다. 전형적인 잭업리그는 삼각형 선체, 타워형 데릭, 캔틸레버, 잭케이스, 거주구와 다리로 구성되며 여기에는 스퍼드캔 구조, 개방형 트러스, X-교차 구조로 구성된다. 일반적으로 잭업리그는 수심 130m~170m에서만 운용이 되고 있다. 최근 들어 개발 유정이 심해로 이동하면서, 깊은 수심과 가혹한 환경조건을 만족해야 한다. 리그의 작업 상태에서 모든 정적, 동적 하중은 레그(Leg)를 통해서 지탱되는 특징이 있다. 이러한 리그의 중요한 이슈는 순간적으로 큰 충격에너지를 발생시키는 충돌에 대한 레그의 안전성이다. 본 연구에서는 LS-Dyna 프로그램을 이용하여 DNV 선급에서 규정하고 있는 충돌에너지 35MJ 요구사항에 대한 수치해석 및 검증을 수행하였다. 충돌 선박은 배수량 7,500톤 작업 지원선을 사용하였고, 5가지 충돌조건을 선정하였다. 해석결과로부터 모든 충돌조건은 선급 기준을 만족하지 못한다. 코드 방향 충돌조건은 충돌에너지 15MJ, 브레이스 충돌조건은 6MJ이 합리적이다. 따라서 충돌시나리오에 따른 합리적인 충돌에너지 기준의 제정이 필요로 하다.

• 대한기계학회논문집
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• 제15권2호
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• pp.693-702
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• 1991

The existence of residual stress in the circumferential butt welded pipes is one of the most important problems concerning stress corrosion cracking in service. In this paper, the residual stress distributions in three kinds of circumferential butt welded pipes were measured by the hole drilling strain gage method and calculation using finite element method is performed and its results are compared with the experiments. At the inner surface of the pipe region near the center line of welding is under high tensile residual stress. However, as the distance from the center line of welding increases, the tensile component decreases and finally becomes compressive residual stress at region far away from the center line of welding. The longitudinal residual stress at the outer surface is compressive regardless of the diameter of pipe and the circumferential stress is changed rom compressive to tensile as pipe diameter increases. The results also demonstrate that the residual stress is mainly caused by self restraint bending force in the pipe welding.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2004년도 춘계학술발표회
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• pp.651-658
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• 2004

In this study, we introduced the spiral pipe nailing system (refer as SPN system) with self drilling method, can apply to ground which is hard to keep shape of bore hole, and performed limit equilibrium analysis with simplilied trial wedge method while length ratio and bond ratio were altered to evaluate slope stability considered of tensile strength and bending stiffness. A newly soil nailing system named as the SPN system is respected to reduce displacement of nail and increase global slope stability. And effects of various factors related to the design of the SPN system, such as the type of drilling method and the bit, are examined throughout a series of the displacement-controlled field pull-out tests. 6 displacement-controlled field pull-out tests are performed in the present study and the volume of grouting arc also evaluated based on the measurements. In addition, short-term characteristics of pull-out deformations of the newly proposed SPN system are analyzed and compared with those of the general soil nailing system by carrying out the displacement-controlled field pull-out tests.