• 제목/요약/키워드: Re-tension

검색결과 79건 처리시간 0.034초

온도변수에 따른 고력볼트 체결력 평가 (Evaluation on Clamping force of High Strength Bolts By Temperature Parameter)

  • 나환선;이현주;김강석;김진호;김우범
    • 한국강구조학회 논문집
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    • 제20권3호
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    • pp.399-407
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    • 2008
  • 건축공사 표준시방서에서 규정하는 TS고력볼트는 KS B 2819에 따라 토크관리법에 의한 체결한다. TS고력볼트는 핀 테일이 파단되면 적정축력이 도입되는 것으로 알려져 있지만, 실제로는 온도조건에 따라 토크계수가 변하고 도입축력도 설계기준에 미치지 못하는 경우가 발생한다. 본 논문에서는 현장 온도조건이 볼트의 토크계수 및 도입축력의 영향을 평가하기 위해 ${-10^{\circ}C{\sim}50^{\circ}C}$ 범위에서 3 종류의 고력 볼트에 대해 도입축력, 토크계수, 너트회전각을 실험적으로 비교 분석하였다. 실험결과 TS고력볼트의 경우 핀 테일이 파단될 때 모든 온도조건에서 설계볼트장력과 표준볼트장력을 상회하는 도입축력을 나타냈으며 ${-10^{\circ}C}$에서 ${50^{\circ}C}$까지 온도 상승함에 따라 핀 테일 파단시점의 볼트에 도입되는 평균축력은 20kN 증가되었다. 아연피막 처리한 일반육각형 고력볼트의 경우, $0^{\circ}C$, $20^{\circ}C$, $50^{\circ}C$조건, 토크계수 0.13과 토크 ${462N{\cdot}m} $에서 표준볼트축력을 상회하였지만, 도입축력의 일정한 경향을 찾을 수 없었으며 온도변수 별 평균 도입축력 차는 최대 50kN이었다. 일반 육각고력볼트의 경우, 온도상승에 따라 평균 도입축력도 상승되는 추세였으며 토크 ${462N{\cdot}m} $ 일때 온도변수별 볼트의 도입축력은 최대 33kN 차이를 보였다. 또한, TS볼트를 제외한 육각볼트 종류 군에 대해서는 너트회전각 ${90^{\circ}}$ 경우의 도입축력은 설계볼트장력에 미치지 못했다. 따라서, 기존 너트회전각 ${120^{\circ}{\pm}30^{\circ}}$의 하한치 ${-30^{\circ}}$에 대한 재평가를 고려해 볼 필요가 있다.

막구조 정착부의 인장파단시험을 통한 신장특성 및 응력전달체계에 관한 연구 (Study on Stress Transition Mechanism and Uniaxial Tensile Characteristics by Tensile Fractured Test of Clamping Part of Membrane Structures)

  • 김희균;전상현;하창우;김재열
    • 한국공간구조학회논문집
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    • 제20권3호
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    • pp.91-98
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    • 2020
  • For form stability of membrane structures, membrane material is required to be in tension. Therefore, in planning and maintenance management, the engineer should consider enough about introduction of stress during construction and re-introduction of stress after completion. Clamping part is an important portion with the function for introducing tension into membrane materials, and the function to transmit stress to boundary structures, such as steel frames. Then, the purpose of this research is to clarify stress condition and stress transfer mechanism including clamping part of membrane structures, and to grasp the changing tendency of membrane structures with the passage of time. In this research, following previous one, we perform well-balanced evaluation by conducting tensile fractured tests of clamping part's specimens, and by measuring individually the amount of displacement of not only overall specimen's length but membrane material and clamping part. Thereby, we consider the influence the difference in the hardness of edge rope and the difference in the direction of thread affect modification and fracture load.

Reconstruction of Triceps Tendon Avulsion Using Mesh Graft and Krackow Suture in a Border Collie

  • Hyeon-Jong Choi;Jong-Hoon Kim;Eunchae Yoon;Tae-Sung Hwang;Hee-Chun Lee;Dongbin Lee;Jae-Hoon Lee
    • 한국임상수의학회지
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    • 제39권6호
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    • pp.378-383
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    • 2022
  • A 3-year-old, 24-kg intact female Border Collie was referred for a toe-touch weight-bearing stance, intermittent weight-bearing lameness, and moderate pain reaction of the right forelimb on physical examination and right humerus olecranon avulsion fracture on diagnostic imaging examination. Surgical repair was performed using tension band wiring to re-attach the triceps tendon and distal olecranon. Migration of the distal olecranon fragment was observed due to comminuted fracture of the fragment 5-days after surgery, and revision surgery was performed. The tension-relieving sutures were passed through the pre-drilled hole in the olecranon, and the polyester mesh was augmented to the suture region, covering the triceps tendon and olecranon drilling hole using the Krackow suture pattern. The elbow joint was immobilized using a type IA transarticular external fixator, which was removed 8 weeks after surgery. Fourteen weeks after surgery, no lameness was observed on gait evaluation. At follow-up after 7 months, the distal olecranon fragment had stabilized, and no lameness was observed.

횡보강근이 있는 40, 60 MPa 콘크리트에서 철근 압축이음의 거동과 강도 (Behavior and Capacity of Compression Lap Splice in Confined Concrete with Compressive Strength of 40 and 60 MPa)

  • 천성철;이성호;오보환
    • 콘크리트학회논문집
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    • 제21권4호
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    • pp.389-400
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    • 2009
  • 현행 기준식에 따르면 초고강도 콘크리트에서는 철근 인장이음길이보다 압축이음길이가 더 길어지는 현상 이 발생된다. 횡보강근의 영향을 반영하면 이러한 경향은 더욱 심화된다. 실제 구조물에서 반드시 존재하는 횡보강근과 철근 지름의 영향을 40, 60 MPa 콘크리트에 대한 압축이음 실험을 통해 강도와 거동 특성을 분석하였다. 지름 22, 29 mm 에 대한 실험 결과 철근 지름의 영향은 없는 것으로 나타났다. 가는 지름의 철근에서는 이음강도의 증진이 기대될 수 있으나, 압축철근에는 주로 큰 지름의 철근이 사용되므로 압축이음에서는 철근 지름의 효과를 고려할 필요가 없을 것 으로 판단된다. 횡보강근이 있는 압축이음강도는 현행 설계기준과 비교할 때 100% 이상 크므로 횡보강근을 고려한 새 로운 설계기준식의 정립이 필요하다. 지압은 이음 단부에 배근된 횡보강근에 의해서만 강도가 향상되며, 이음구간에 배 근된 횡보강근에는 무관하다. 횡보강근량이 많을수록 부착에 의해 발현되는 강도는 거의 선형적으로 증가하며, 이음단 부에만 횡보강근을 배근해도 부착강도가 6% 향상되었다. 횡보강근이 배근된 경우 부착에 의해 발현되는 강도는 인장이 음에 비해 동등하거나 더 낮아지므로, 인장이음에 비해 압축이음의 강도 증진은 단부 지압 효과로만 설명될 수 있다.

A MECHANISM OF DEEP WELD PENETRATION IN GAS TUNGSTEN ARC WELDGING WITH ACTIVATING FLUX

  • Manabu Tanaka;Hidenori Terasaki;Masao Ushio;John J. Lowke;Yang, Chun-Li
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2002년도 Proceedings of the International Welding/Joining Conference-Korea
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    • pp.76-81
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    • 2002
  • The dramatic increase in the depth of a weld bead penetration has been demonstrated by welding a stainless steel in GTA (Gas-Tungsten-Arc) process with activating flux which consists of oxides and halides. However, there is no commonly agreed mechanism fer the effect of flux on the process. In order to make clear the mechanism, each behavior of the arc md the weld pool in GTA process with activating flux is observed in comparison with a conventional GTA process. A constricted anode root is shown in GTA process with the activating flux, whereas a diffuse anode root is shown in the conventional process. These anode roots are related strongly to metal vapor from the weld pool and the metal vapor is also related to temperature distributions on the weld pool surface. Furthermore, it is suggested that a balance between the Marangoni force and the drag force of the cathode jet should dominate the direction of re-circulatory flow in the weld pool. The electromagnetic force encourages the inward re-circulatory flow due to the constricted anode root in the case with flux. The difference in flow direction in the weld pool changes the geometry or depth/width ratio of weld bead penetration.

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Scaling law in MHD turbulence small-scale dynamo

  • Park, Kiwan;Ryu, Dongsu
    • 천문학회보
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    • 제39권2호
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    • pp.74.2-74.2
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    • 2014
  • Magnetohydrodynamics(MHD) dynamo depends on many factors such as viscosity ${\gamma}$, magnetic diffusivity ${\eta}$, magnetic Reynolds number $Re_M$, external driving source, or magnetic Prandtl number $Pr_M$. $Pr_M$, the ratio of ${\gamma}$ to ${\eta}$ (for example, galaxy ${\sim}10^{14}$), plays an important role in small scale dynamo. With the high PrM, conductivity effect becomes very important in small scale regime between the viscous scale ($k_{\gamma}{\sim}Re^{3/4}k_fk_f$:forcing scale) and resistivity scale ($k_{\eta}{\sim}PrM^{1/2}k_{\gamma}$). Since ${\eta}$ is very small, the balance of local energy transport due to the advection term and nonlocal energy transfer decides the magnetic energy spectra. Beyond the viscous scale, the stretched magnetic field (magnetic tension in Lorentz force) transfers the magnetic energy, which is originally from the kinetic energy, back to the kinetic eddies leading to the extension of the viscous scale. This repeated process eventually decides the energy spectrum of the coupled momentum and magnetic induction equation. However, the evolving profile does not follow Kolmogorov's -3/5 law. The spectra of EV (${\sim}k^{-4}$) and EM (${\sim}k^0$ or $k^{-1}$) in high $Pr_M$ have been reported, but our recent simulation results show a little different scaling law ($E_V{\sim}k^{-3}-k^{-4}$, $EM{\sim}k^{-1/2}-k^{-1}$). We show the results and explain the reason.

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댐퍼가 부착된 사장교의 케이블 장력에 관한연구 (A Study on Tension for Cables of a Cable-stayed Bridge Damper is Attached)

  • 박연수;최선민;양원열;홍혜진;김운형
    • 한국강구조학회 논문집
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    • 제20권5호
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    • pp.609-616
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    • 2008
  • 국가경제력 향상과 함께 바다와 섬에 대한 관심이 높아지면서 육지와 섬, 섬과 섬을 연결하는 해상 장대교량이 많이 건설되고 있다. 장대교량은 현수교, 사장교, 아치교, 트러스교 등으로 대변할 수 있는데 그 중에서도 사장교는 주탑(Pylon)과 케이블(Cable), 보강형(Stiffened Girder)이 조화를 이루면서 외관이 아름다워 매력적인 교량형식의 하나로 최근 많이 계획되고 있다. 장력측정은 케이블에 설치한 가속도 센서로부터 케이블의 고유진동수 변화를 이용하는 간접법인 진동법을 적용하였다. 본 연구에서는 댐퍼 설치 케이블의 유효길이 산정식을 제안하였는데 이는 케이블의 유효길이 변화를 실측치와 해석값을 비교하여 분석한 것으로 기존의 유효길이 산정방법인 댐퍼와 정착단간의 순간격에 의한 것은 최종 케이블 장력값 추정에 있어서 신뢰도가 떨어짐을 확인할 수 있었다. 그러므로 향후 유지관리 단계에서는 본 연구에서 제안한 케이블의 유효길이 산정식을 활용하여 장력을 정확하게 파악하는 것이 케이블의 재긴장 및 교체시기 결정 등에도 합리적인 의사결정 자료로 사용될 수 있을 것이다.

갈고리와 고무밴드를 이용한 새로운 봉합고정드레싱법 (New Tie-over Dressing Method Using Hooks and Rubber Bands)

  • 김국진;이윤정;김남균;김준식;이경석
    • Archives of Plastic Surgery
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    • 제38권4호
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    • pp.552-554
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    • 2011
  • Purpose: Though its general usage, traditional tie-over dressing using suture has a few drawbacks such as difficulty in re-fixation after its opening especially when hematoma or seroma has occurred. It is rather difficult to maintain a stable dressing on curvy parts of body like flank, buttocks and that leads to unsatisfactory results of the surgery. Authors recommend a quick and repeatedly doable method, tie-over dressing that incorporates the usage of hooks and rubber bands. Methods: Debridement was done at a recipient site to be able to do skin graft. A right size of skin graft was prepared and placed upon the defect site with suture. Enough number of hooks were attached using Blue nylon at the normal skin of the edge of grafted area. We Applied dressing with ointment and fluffy gauze then fixed the dressing by attaching a rubber band at the hook to give a certain amount of tension. One or two days after the surgery, we opened the tie-over dressing and repeated the tie-over dressing by reusing the hooks and rubber band. Results: The skin grafts were all successfully taken and by repeating tie-over dressing using hooks and rubber, we could take the advantage of shortened the dressing time and eliminate the inconvenience of the patient and the surgeon by using bandages and fixing tapes. Conclusion: The advantage of tie over dressing using hooks and rubber bsnds are its easy re-doability early detection of probable complications, preventability of reoccurence of hematoma and seroma. Therefore, authors report this as considering the tie-over dressing using hooks and rubber bands is recommendable.

Strengthening of concrete damaged by mechanical loading and elevated temperature

  • Ahmad, Hammad;Hameed, Rashid;Riaz, Muhammad Rizwan;Gillani, Asad Ali
    • Advances in concrete construction
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    • 제6권6호
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    • pp.645-658
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    • 2018
  • Despite being one of the most abundantly used construction materials because of its exceptional properties, concrete is susceptible to deterioration and damage due to various factors particularly corrosion, improper loading, poor workmanship and design discrepancies, and as a result concrete structures require retrofitting and strengthening. In recent times, Fiber Reinforced Polymer (FRP) composites have substituted the conventional techniques of retrofitting and strengthening of damaged concrete. Most of the research studies related to concrete strengthening using FRP have been performed on undamaged test specimens. This contribution presents the results of an experimental study in which concrete specimens were damaged by mechanical loading and elevated temperature in laboratory prior to application of Carbon Fiber Reinforced Polymer (CFRP) sheets for strengthening. The test specimens prepared using concrete of target compressive strength of 28 MPa at 28 days were subjected to compressive and splitting tensile testing up to failure and the intact pieces of the failed specimens were collected for the purpose of repair. In order to induce damage as a result of elevated temperature, the concrete cylinders were subjected to $400^{\circ}C$ and $800^{\circ}C$ temperature for two hours duration. Concrete cylinders damaged under compressive and split tensile loads were re-cast using concrete and rich cement-sand mortar, respectively and then strengthened using CFRP wrap. Concrete cylinders damaged due to elevated temperature were also strengthened using CFRP wrap. Re-cast and strengthened concrete cylinders were tested in compression and splitting tension. The obtained results revealed that re-casting of specimens damaged by mechanical loadings using concrete & mortar, and then strengthened by single layer CFRP wrap exhibited strength even higher than their original values. In case of specimens damaged by elevated temperature, the results indicated that concrete strength is significantly dropped and strengthening using CFRP wrap made it possible to not only recover the lost strength but also resulted in concrete strength greater than the original value.

"To every life an after-life. To every demon a fairy tale": The Life and Times of an Irish Policeman in the British Empire in Sebastian Barry's The Steward of Christendom

  • Lee, Hyungseob
    • 영어영문학
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    • 제57권3호
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    • pp.473-493
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    • 2011
  • This paper aims, first, to trace the trajectory of Sebastian Barry's dramatic works in terms of retrieving the hidden (hi)stories of his family members, and second, to analyze his most successful play to date in both critical and commercial senses, The Steward of Christendom, in terms of the tension or even rupture between Irish national history and the dramatic representation of it. If contemporary Irish drama as a whole can be seen as an act of mirroring up to nation, Barry's is a refracting than reflecting act. Whereas modern Irish drama tends to have helped, however inadvertently, consolidate the nation-state by imagining Ireland through its other (either in the form of the British empire or the Protestant Unionist north), Barry's drama aims at cracking the surface homogeneity of Irish identity by re-imagining "ourselves" (a forgotten part of which is a community of southern Catholic loyalists). Furthermore, the "ourselves" re-imagined in Barry's drama is more fractured than unified, irreducible in its multiplicity than acquiescent in its singularity. The playwright's foremost concern is to retrieve the lives of "history's leftovers, men and women defeated and discarded by their times" and re-member those men and women who have been expunged from the imagined community of the Irish nation. This he does by endowing "every life" with "an after-life" and "every demon" with "a fairy tale." The Steward of Christendom is Barry's dramatic attempt to bestow upon the historically demonized Thomas Dunne, an Irish policeman in the British Empire, his fairy-tale redemption.