• Title/Summary/Keyword: 강선 직경

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Numerical Study on Wire Strength Under Both Tension and Deflection for Use as Prestressing Steel (인장과 휨을 동시에 받는 프리스트레스 강선의 굴절인장성능 평가)

  • Kim, Jin-Kook;Seong, Taek-Ryong;Yang, Jun-Mo
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.1
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    • pp.147-153
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    • 2019
  • The prestressing steel wire, which is applied a tension to reinforce the structure, is applied flexure simultaneously by the duct and the deviator. In order to evaluate the deflected tensile performance of the prestressing steel wire subjected to both tensile and flexural stresses, the numerical analysis for 600 cases with variables of wire diameters, mandrel diameters, and friction coefficient between mandrel and steel wire was performed. As the result of analysis, the larger the diameter of the steel wire was, the lower the deflected tensile performance was, and the effect decreased with the increase of the wire elongation. The effect of mandrel diameter and friction coefficient between mandrel and wire on the deflected tensile performance of the wire was very small. But the deflected tensile performance and the friction coefficient between mandrel and strand showed a relatively high correlation. Therefore, it is necessary to make enough large elongation to secure the deflected tensile performance. If there is a restriction on the elongation, it is necessary to reduce the diameter of the steel wire to an appropriate value, and to increase the friction between steel wires by adjusting the surface condition of the steel wire.

Parametric study of optimum design variables of PPWS socket and stability analysis (PPWS용 정착소켓의 최적설계를 위한 매개변수해석 및 안정성 검토)

  • Yoo, Hoon;Seo, Ju-Won;Jung, Woon;Lee, Sung-Hyung
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.6-9
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    • 2010
  • 본 논문에서는 최소 중량을 갖는 PPWS용 소켓의 기하형상을 결정하기 위하여 소켓의 경사각, 스트랜드의 강도 및 스트랜드의 직경을 주요 설계변수로 결정하고 각 설계 경우에 대한 매개변수해석을 수행하였다. 소켓의 경사각은 5도에서 13도까지를 범위로 하였고 스트랜드의 강도는 1860MPa급, 1960MPa급 및 2100MPa급의 고강도 강선을 적용한 경우를 고려하였으며, 스트랜드의 직경은 91, 127, 169 및 217개의 강선을 적용한 경우를 대상으로 하였다. 또한, 매개변수해석에서 도출된 기하형상을 갖는 소켓의 안정성을 검토하기 위하여 유한요소해석을 이용하여 소켓을 해석하고 스트랜드의 허용인장력 작용시 소켓의 안정성을 검토하였다. 해석 결과, 소켓의 중량을 최소화하는 내부 경사각은 스트랜드의 직경에 큰 영향을 받음을 알 수 있었으며, 매개변수해석으로부터 설계된 소켓은 스트랜드의 허용인장력 작용시 충분한 안정성을 확보하고 있음을 알 수 있었다.

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A Study of shear bond strength of bonded retainer according to the bonding method and type of wires (접착방법 및 multistranded wire의 종류에 따른 접착식 보정장치의 전단접착강도에 관한 연구)

  • Lee, Hyoung-Cheol;Son, Woo-Sung
    • The korean journal of orthodontics
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    • v.32 no.2 s.91
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    • pp.143-153
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    • 2002
  • The bonded orthodontic retainer constructed from composite and multistrand orthodontic wire provides an esthetic and efficient system for maintained retention. This study was designed to measure shear bond strength of bonded retainers and to suggest a optimal combination of a multistrand wire and bonding method used when bonded retainer was fabricated. 160 sound maxillary and mandibular premolars were used for 80 test samples. After Uniformizing bonding area, length of wire, and thickness of composite, multistrand wire was bonded to fabricated a bonded retainer by direct or indirect bonding method. Shear bond strength and extension length of each sample were measured by a universal testing machine. The results of this study were as follows : 1. In vitro shear bond testing found 6-stranded, 0.0155 inch wires to have the largest shear bond strength and 3-stranded, 0.0195 inch wires to have the least shear bond strength. But, These difference was not statistically significant(p<0.05). 2. In vitro extension testing found 3-stranded, 0.0155 inch wires to have the largest extension length and 3-stranded, 0.0195 inch wires to have the least extension length(p<0.05). The larger diameter wire was used, the larger extension length was shown. But, the strand of wire is not related to the extension length of wire. 3. In comparison with direct bonding method, larger shear bond strength and extension length was shown in indirect bonding method(p<0.05).

FE Analysis on the Strength Safety of a Full Containment LNG Storage Tank with Tension Steel Cables (인장강선을 사용한 완전방호식 LNG 저장탱크의 강도안전성에 관한 유한요소해석)

  • Kim, Chung-Kyun;Kim, Tae-Hwan;Kim, Do-Hyun
    • Journal of the Korean Institute of Gas
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    • v.12 no.2
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    • pp.18-24
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    • 2008
  • This paper presents the stress and deformation behaviors of 9% nickel steel inner tank in a full containment LNG storage tank using a FE analysis. For an increased strength safety of an inner tank, the tension cable was fastened around the outside wall of an inner tank, which is known as a weak zone for the hydrostatic pressures, cryogenic temperature loads, and other loadings. Based on the FEM computed results between a conventional inner tank and a inner tank with tension cables around the lower part of the side wall of an inner tank, the redesigned inner tank is more safe than that of the conventional tank without a tension cable. The FEM results recommend $3{\sim}4$ steel tension cables with a diameter of 50mm for an increased strength safety of the inner tank, which may decrease the stress concentration and deformation near the lower part of the side wall. Thus the tension cable around the inner tank may be used as an alternative safety device compared to the stiffener and the top girder structures for the increased LNG storage tank, especially.

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Punching Test for Development of High-strength Rockfall Net (고강도 포획망 개발을 위한 펀칭시험)

  • Hyunwoo Jin;Sanghoon Seo;Youngcheol Hwang
    • Journal of the Korean GEO-environmental Society
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    • v.24 no.2
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    • pp.25-30
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    • 2023
  • The high-strength rockfall net developed in this study is to replace the fallout prevention net method using PVC coating net made of core wire thickness 3.2 mm and tensile strength 290-540 MPa class steel wire. General PVC coating net have low performance, and in the event of falling rocks or surface loss, they cannot withstand the load and are torn, which rather adds to the damage. Developed rockfall net was manufactured using steel wires with a core wire thickness of 2.8 to 3.2 mm and a tensile strength of 1,000 to 2,000 MPa. Test method was referred to the international standard Steel wire rope net panels and rolls-Definitions and specifications (ISO 17746:2016), and was conducted in accordance with the provisions of the punching test. Through indoor punching tests, the load-displacement curves of the general PVC coating network and the developed high-strength capture net (1,000 and 2,000 MPa) were compared, and the maximum Pull-out load was analyzed to be improved by 324.47% (2,000 MPa high-strength net).

AC Drive for Tension Control System (장력 제어 시스템 전용 인버터)

  • Paek, J.W.;Jeon, J.W.;Kim, K.Y.;Kim, J.B.;Kim, K.S.
    • Proceedings of the KIPE Conference
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    • 2009.11a
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    • pp.246-248
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    • 2009
  • 본 논문에서는 장력 검출 장치(로드셀, 댄서 등) 가장착되어 있는 생산 설비에서 강선, 강판, 제지, 섬유, 비닐 등과 같은 소재의 장력을 정밀하게 제어하기 위한 인버터의 장력 제어 전용 PID 제어기와 직경 또는 소재의 두께를 실시간으로 추정하여 인버터의 출력 주파수를 보정하는 추정기를 제안한다. 본 논문에서 제안된 방법을 다양한 용량(0.37kW~160kW) 대의 인버터에 탑재하여 실제 부하에 적용함으로써 산업 현장에서 요구하는 수준이상의 우수한 제어 성능을 나타냄을 확인하였다.

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Research and Development of KSR-III Apogee Kick Motor (KSR-III Apogee Kick Motor 연구 및 개발)

  • 조인현;오승협;강선일;황종선
    • Journal of the Korean Society of Propulsion Engineers
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    • v.5 no.4
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    • pp.40-49
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    • 2001
  • The basic research on AKM(Apogee Kick Motor) for space launch vehicle was carried out. AKM which will be used as 3rd stage solid rocket motor in 3-stage Korean Sounding Rocket(III) has been developing. KM is a solid rocket motor using composite propellant based on HTPB and is composed of composite motor case and submerged nozzle. To develop KM rocket motor satisfing a given set of requirement, firstly the full-scale KM with diameter 520mm was designed, then sub-scale motors reduced about 60% were manufactured and tested. Full-scale ground firing test is accomplished two times.

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Arthroscopic Transosseous Suture Repair for Bankart Lesion with a Flexible Drill Device - An Experimental and Preliminary Clinical Report - (유연성 천공기를 이용한 Bankart 병변의 골관통식 봉합 - 동물 실험 및 예비 임상 결과 보고 -)

  • Park, Jin-Su;Won, Ye-Yeon;Yoo, Jung-Han;Park, Yong-Wook;Noh, Kyu-Chul;Chung, Kuk-Jin;Kim, Hong-Kyun;Hwang, Ji-Hyo;Lee, Young-Bum;Suh, Il-Woo
    • Clinics in Shoulder and Elbow
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    • v.13 no.1
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    • pp.72-78
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    • 2010
  • Purpose: Too develop a flexible drill device that can be inserted into the shoulder joint so that arthroscopic transosseous suture repair for Bankart lesion is possible. Materials and Methods: We created a device composed of a flexible drill unit and a guide pipe unit. The flexible drill unit was made of flexible multifilament wires (1.2 mm in diameter) that was twisted into one cord so that it can flex in any direction and a drill bit (1.2 mm in diameter) that is attached onto one end of the flexible wire. The guide pipe unit was a 150 mm long metal pipe (2.0 mm in inner diameter and 3.0 mm in outer diameter), with one end bent to 30 degrees. The flexible drill set was inserted into the shoulder joint through the posterior portal of the joint. The guide pipe component was placed onto the medial wall of the glenoid so that the pipe was placed 5 mm posterior to the margin of the anterior glenoid rim. The flexible drill was driven through the glenoid by the power drill so that holes were made in the glenoid. A non- absorbable suture was passed through the hole. Tying of a sliding knot tying was accomplished over the capsule and labrum after making a stitch through the capsule and labrum with a suture hook loaded with suture passer. The same procedures were done at the 2 and 4 O'Clock positions of the glenoid. Results: Five cases with Bankart lesion received arthroscopic transosseous repair with our flexible drill device. There were no intraoperative problems. Neither redislocation nor subluxation was reported at final follow-up. Conclusion: Arthroscopic transosseous suture repair without suture anchors and easy tying of a sliding knot are possible with a flexible drill set.

Finite Element Analysis of Transfer Length in Pretensioned Prestressed Concrete Members (프리텐션 PSC부재의 전달길이 해석 및 예측에 관한 연구)

  • Oh Byung-Hwan;Lim Si-Nae;Choi Young-Cheol
    • Journal of the Korea Concrete Institute
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    • v.16 no.3 s.81
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    • pp.293-302
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    • 2004
  • The transfer of prestress force in pretensioned prestressed concrete (PSC) members is of great concern because it affects directly the distribution of stress around the transfer zone. The design provision of current design code on the transfer length considers only the prestress intensity and the diameter of prestressing steels. However, other factors such as concrete compressive strength and concrete cover may affect greatly the transfer length. The purpose of the present paper is to explore the various factors that affect the transfer length in pretensioned PSC members. The bond stress-slip relation between prestressing steel and concrete was modeled first from experimental data and then this model was incorporated into the interface element. The interface element was used to perform the finite element analysis for pretensioned PSC members. The results indicate that the compressive strength and concrete cover are also very important parameters which affect the transfer length greatly. This means that the current design code, which considers only the effective prestress and diameter of prestressing steel, must be improved to take into account the other important variables of compressive strength and concrete cover. The present study allows more realistic analysis and design of pretensioned PSC members.

Biomimetic Analysis on the Spider Silk Apparatus for Designing the Nanofiber-spinning Nozzle (나노섬유 방사노즐 설계를 위한 거미 실크 방적장치의 생체모사 분석)

  • Moon, Myung-Jin;Kim, Hoon;Park, Jong-Gu
    • Applied Microscopy
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    • v.42 no.2
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    • pp.67-76
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    • 2012
  • The biomimetic approach on the cuticular spinning nozzles of the major ampullate silk glands in the golden-web spider Nephila calvata has been attempted using various visualizing techniques of light and electron microscopes to improve the design of spinning nozzle for producing synthetic nanofibers spun from electrospinning apparatus. The major ampullate spigot which has the most effective nozzle system to produce nanofibers for dragline silk with high strength and elasticity is connected via the bullet type spigot on anterior spinneret with flexible terminal segment. The excretory duct which transports the liquid silk feedstock from ampulla to spigot is divided into 3 limbs by loops back on itself to form an S-shape morphology that is bundled in connective tissue. Final diameter of the nanofibers at nozzle was dramatically reduced by gradual narrowing of duct cuticle less than 10 times comparing to its original size of funnel region. Moreover, the funnel has a characteristic cuticular organization with porous microstructure which seems to be related to water removal from feedstock of silk precursors. High magnification electron micrographs also reveal the presence of the spiral grooves on the surface of the cuticular intima near the valve which presumed to reduce friction during rapid flow of liquid silk.