• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 춘계학술대회논문집
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• pp.568-577
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• 2007

Friction-type reinforcing members (FRM) to enhance the resistance to wind loads of a transmission tower through both stiffness strengthening and damping increase are energy dissipation devices that utilize bending deflection of a tower leg. In this paper, the hysteretic behavior of the transmission tower structure with FRMs was experimentally investigated through cyclic loading tests on a half scale substructure model. Firstly, the variation of friction forces and durability of the FRM depending on the type of Friction-inducing materials used in the FRM were examined by performing the cyclic loading tests on the FRM. Secondly, Cyclic loading tests of a half-scale two-dimensional substructure model of a transmission tower with FRMs were conducted. Test results show that the FRM, of which desired maximum friction force is easily regulated by adjusting the amplitude of the torque applied to the bolts, have stable hysteretic behaviors and it is found that there exists the optimum torque depending on a design load by investigating the amount of energy dissipation of the FRMs according to the increase of torque.

• Advanced Composite Materials
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• 제17권3호
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• pp.215-224
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• 2008

The present study aims to design a multilayer microstrip antenna with composite sandwich construction and investigate fatigue behavior of this multilayer SAS (surface antenna structure) that was asymmetric sandwich structure for the next generation of structural surface technology. This term, SAS, indicates that the structural surface becomes an antenna. Constituent materials were selected considering electrical properties, dielectric constant and tangent loss as well as mechanical properties. For the antenna performance, antenna elements inserted into structural layers were designed for satellite communication at a resonant frequency of 12.2 GHz. From electrical measurements, it was shown that antenna performances were in good agreement with design requirements. In cyclic 4-point bending, flexure behavior was investigated by static and fatigue test. Fatigue life curve of the SAS was obtained. The experimental results of bending fatigue were compared with single load level fatigue life prediction equations and in good agreement. The SAS concept is can be extended to give a useful guide for manufacturers of structural body panels as well as antenna designers.

• 마이크로전자및패키징학회지
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• 제13권1호통권38호
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• pp.63-72
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• 2006

최근에 모바일 기기의 사용이 늘어남에 따라 굽힘 응력에 대한 패키지 접합부의 신뢰성에 대한 관심이 다시 높아지고 있다. 기존의 굽힘실험은 생산공정 및 운반 등에 파손을 방지하기 위해서 수행되었으나 최근에는 모바일 기기의 이동 및 사용에 따라 발생되는 응력에 대한 저항성 평가나 드롭시험의 대용으로 수행되고 있다. 본 연구에서는 정확한 4점 굽힘 실험 방법을 도입하여 유연 솔더 조인트와 무연 솔더 조인트의 굽힘 피로 시험에 대한 저항성을 평가하고, 단면 관찰과 유한요소법을 이용한 해석을 수행하였다. 높은 하중이 작용하게 되면, 유연 솔더 조인트가 보다 긴 피로수명을 갖으며, 낮은 하중이 작용할 때는 무연 솔더 조인트가 긴 수명을 가지게 된다. 크랙은 시편의 외각에서 발생되어 안쪽으로 진행하게 되며, 소성변형이 손상의 대부분을 자치하게 된다.

• Composites Research
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• 제21권1호
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• pp.40-45
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• 2008

자동차용 유압브레이크 고무호스 어셈블리 제품은 자동차에 장착되어 실제로 사용 중에 가압, 굽힘, 비틀림, 열하중 등의 복합적인 스트레스를 받는다. 고무호스의 재질은 EPDM(ethylene-propylene diene monomer)고무와 PVA(polyvinyl acetate)섬유 보강층 그리고 중간고무로 NR(natural rubber)고무가 사용되고 있다. 고무호스 어셈블리 제품의 내구성과 파괴 메커니즘을 조사하기 위해 굽힘과 비틀림의 반복하중 사이클 수가 10만, 20만, 30만, 40만, 최종파열 사이클 수까지 되도록 시험하였다. 유압브레이크 고무호스의 초기크랙 발생을 알아보기 위해 제품 시험편을 다이아몬드 휠커터를 이용하여 수직 절단하여 폴리싱한 후 광학현미경과 주사형 전자현미경(SEM)으로 단면을 관찰하였다. 40만 사이클의 피로하중을 받은 시험편을 보면 외면고무와 PVA섬유 사이의 계면을 따라 길이 1mm의 층간분리가 일어났으며, 이러한 손상은 외면고무의 표피층으로 균열을 진전시켜 고무호스를 최종적으로 찢어지게 하는 것이다.

• 한국가스학회지
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• 제3권3호
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• pp.1-8
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• 1999

Membrane용 오스테나이트계 304 스테인리스강 판재의 3점 굽힘피로 특성에 관한 연구를 상온 및 LNG 온도인 $-162^{\circ}C$, 변형량 $0.43{\~}1.70\%$ 범위에서 수행하였다. 저온에서의 굽힘피로 특성이 상온보다 우수한 것으로 나타났고, 이는 변형유기 마르텐사이트 변태에 필요한 구동력이 적어서 보다 많은 양의 마르텐사이트를 함유했기 때문으로 판단된다. 상온 및 저온 모두에서 반복경화 현상이 관찰되었으며, 이러한 반복경화는 상온의 경우 피로주기가 반복됨에 따라 점진적으로 증가되지만 저온의 경우 초기 피로주기에서 급격히 증가된 후 점차로 감소하거나 일정한 값을 나타내었는데 이러한 차이는 저온의 경우 초기에 급격히 변형유기 마르텐사이트가 생성되지만 상온의 경우 변형유기 마르텐사이트 생성에는 일정한 소성변형의 축적이 필요하기 때문으로 생각된다. 기존의 JGA 연구결과와 비교해 볼 때 본 연구에서 사용된 국산소재의 굽힘피로 특성이 우수한 것으로 나타났다.

• Journal of the Korean Wood Science and Technology
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• 제23권4호
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• pp.91-97
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• 1995

Cyclic tests were performed with dowel joints which are being widely used for furniture manufacturing in Korea. In this study, effects of various factors-such as species of joint members, diameter and length of dowels, and space between dowels-on stiffness, strength and damping ratio of joints were evaluated and concluded as follows: 1. Under cyclic loads, failure of dowel joints were caused by bending failure of dowels. 2. Dowel joints were evaluated to be stiff but general load carrying capacities were relatively low. 3. Joint moduli and damping ratios of dowel joints decreased as diameter and length of dowels, and space between dowels increased. 4. In dowel joints, properties of dowel itself have greater effects on stiffness and strength of joints than properties of joint members.

• 콘크리트학회논문집
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• 제24권3호
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• pp.241-248
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• 2012

이 연구에서는, 철근콘크리트 기둥 실험체를 대상으로 기둥의 휨 위험 단면부에 국부적으로 강섬유 시멘트모르타르를 적용함으로서 기존 철근콘크리트 기둥에 비해 내진성능이 우수한 강섬유 모르타르 적용 철근콘크리트 복합기둥공법에 관해 제시하였다. 제시된 적용공법의 성능검증을 위하여 기존 철근콘크리트 기둥 1개 및 소성힌지구간에 국부적으로 강섬유 모르타르를 적용한 복합기둥 실험체 2개를 제작하여 일정 축하중 하에서 횡방향 반복하중을 받는 재하시험을 수행하였다. 콘크리트 및 강섬유 모르타르는 모두 현장타설되었다. 재하시험 결과 기존 철근콘크리트 기둥 실험체와 비교하여 강섬유 모르타르 적용 철근콘크리트 복합기둥 실험체의 경우 휨 및 전단 균열의 제어에 우수할 뿐만 아니라 기둥의 횡하중 내력 및 횡방향 변형 능력 향상에서도 우수한 것으로 평가되었다.

• 대한기계학회논문집A
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• 제32권1호
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• pp.54-62
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• 2008

In this paper the fretting wear of press-fitted specimens subjected to a cyclic bending load was simulated using finite element analysis and numerical method. The amount of microslip and contact variable at press-fitted and bending load condition in a press-fitted shaft was analysed by applying finite element method. With the finite element analysis result, a numerical approach was applied to predict fretting wear based on modified Archard's equation and updating the change of contact pressure caused by local wear with influence function method. The predicted wear profiles of press-fitted specimens at the contact edge were compared with the experimental results obtained by rotating bending fatigue tests. It is shown that the depth of fretting wear by repeated slip between shaft and boss reaches the maximum value at the contact edge. The initial surface profile is continuously changed by the wear at the contact edge, and then the corresponding contact variables are redistributed. The work establishes a basis for numerical simulation of fretting wear on press fits.

• Steel and Composite Structures
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• 제47권2호
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• pp.289-296
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• 2023

The failure of a thin-walled tube was studied in this paper based on three failure models. Both proportional and non-proportional loading paths were applied. Proportional loading consisted of combined tension-torsion. Cyclic non-proportional loading was also applied. It was a circular out-of-phase axial-shear stress loading path. The third loading path was a combination of a constant internal pressure and a bending moment. The failure models under study were equivalent plastic strain, modified Mohr-Coulomb (Bai-Wierzbicki) and Tearing parameter models. The elasto-plastic analysis was conducted using J2 criterion and nonlinear kinematic hardening. The return mapping algorithm was employed to numerically solve the plastic flow relations. The effects of the hydrostatic stress on the plastic flow and the stress triaxiality parameter on the failure were discussed. Each failure model under study was utilized to predict failure. The failure loads obtained from each model were compared with each other. The equivalent plastic strain model was independent from the stress triaxiality parameter, and it predicted the highest failure load in the bending problem. The modified Mohr-Coulomb failure model predicted the lowest failure load for the range of the stress triaxiality parameter and Lode's angle.

• 콘크리트학회논문집
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• 제12권4호
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• pp.31-40
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• 2000

This study aims to improve serviceability of concrete by inducing chemical prestress with the application of expansive additives for concrete. For this purpose, material tests and 4 point-bending tests of RC slabs were performed to verify the effect of expansive additives on the concrete. and the critical aspects of the structural behavior were investigated. The results of the material tests show that the optimal proportion of expansive additives is 13% of total cement weigth and the properties of expansive concrete in that proportion are the same as those of plain concrete. Both the experimental cracking load and service load of the expansive concrete slabs are increased in comparison with those of the plain concrete. In addition to the above results, the deflection of expansive concrete is smaller than that of plain concrete, and permanent strains resulting from cyclic load are decreased. It can be concluded that the use of expansive additives to induce chemical prestress in RC slabs greatly improves the serviceability.