• Steel and Composite Structures
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• 제9권4호
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• pp.367-380
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• 2009

This study focuses on the experimental evaluation of the flexural-torsional performance of high strength thin-walled composite members. A series of tests on composite members with various sectional aspect ratios subjected to eccentric cyclic loads were conducted. Test results show that the composite member's torsional strength could be approximated using a series of linear segments and evaluated using the superposition of the component steel and reinforced concrete responses. It is also validated from the tests that the strength deterioration of members subjected to combined loads is closely related to the aspect ratios of the sections. An interaction expression between the bending and torsion for high strength thin-walled composite members is proposed for engineering practice references.

• Steel and Composite Structures
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• 제22권4호
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• pp.797-820
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• 2016

This paper simulates the hysteretic behavior of steel reinforced recycled concrete (SRRC) columns under cyclic loads using OpenSees software. The effective fiber model and displacement-based beam-column element in OpenSees is applied to each SRRC columns. The Concrete01 material model for recycled aggregate concrete (RAC) and Steel02 material model is proposed to perform the numerical simulation of columns. The constitutive models of RAC, profile steel and rebars in columns were assigned to each fiber element. Based on the modelling method, the analytical models of SRRC columns are established. It shows that the calculated hysteresis loops of most SRRC columns agree well with the test curves. In addition, the parameter studies (i.e., strength grade of RAC, stirrups strength, steel strength and steel ratio) on seismic performance of SRRC columns were also investigated in detail by OpenSees. The calculation results of parameter analysis show that SRRC columns suffered from flexural failure has good seismic performance through the reasonable design. The ductility and bearing capacity of columns increases as the increasing magnitude of steel strength, steel ratio and stirrups strength. Although the bearing capacity of columns increases as the strength grade of RAC increases, the ductility and energy dissipation capacity decreases gradually. Based on the test and numerical results, the flexural failure mechanism of SRRC columns were analysed in detail. The computing theories of the normal section of bearing capacity for the eccentrically loaded columns were adopted to calculate the nominal bending strength of SRRC columns subjected to vertical axial force under lateral cyclic loads. The calculation formulas of horizontal bearing capacity for SRRC columns were proposed based on their nominal bending strength.

• Journal of the Korean Wood Science and Technology
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• 제29권3호
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• pp.36-46
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• 2001

This study was to find a way of reusing wood and plastic wastes, which considered as a troublesome problem to be solved in this age of mass production and consumption, in manufacturing wood fiber-polypropylene fiber composite panel. And the feasibility of this composite panel as a substitute for existing headliner base panel of automobile was also discussed, especially based on physical and mechanical performance. Nonwoven web composite panels were made from wood fiber and polypropylene fiber formulations of 50 : 50, 60 : 40, and 70 : 30, based on oven-dry weight, with densities of 0.4, 0.5, 0.6, and 0.7 g/$cm^3$. At the same density levels, control fiberboards were also manufactured for performance comparison with the composite panels. Their physical and mechanical properties were tested according to ASTM D 1037-93. To elucidate thickness swelling mechanism of composite panel through the observation of morphological change of internal structures, the specimens before and after thickness swelling test by 24-hour immersion in water were used in scanning electron microscopy. Test results in this study showed that nonwoven web composite panel from wood fibers and polypropylene fibers had superior physical and mechanical properties to control fiberboard. In the physical properties of composite panel, dimensional stability improved as the content of polypropylene fiber increased, and the formulation of wood fiber and polypropylene fiber was considered to be a significant factor in the physical properties. Water absorption decreased but thickness swelling slightly increased with the increase of panel density. In the mechanical properties of composite panel, the bending modulus of rupture (MOR) and modulus of elasticity (MOE) appeared to improve with the increase of panel density under all the tested conditions of dry, heated, and wet. The formulation of wood fiber and polypropylene fiber was considered not to be a significant factor in the mechanical properties. All the bending MOR values under the dry, heated, and wet conditions met the requirements in the existing headliner base panel of resin felt.

• 마이크로전자및패키징학회지
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• 제25권2호
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• pp.25-30
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• 2018

Sn-Pb솔더는 그동안 자동차 전장품에서 많이 사용되어 왔다. 그러나 최근에 환경과 인체에 대한 유해성 때문에 end-of-life vehicle (ELV)과 같은 국제 환경 규제로 인하여 Pb의 사용이 금지되었다. 이러한 이유로 자동차 전장품을 위한 Pb-free 솔더링에 관한 많은 연구들이 보고 되어 왔다. 한편, 자동차의 연료 효율성과 공간 활용을 위하여 유연성과 경량의 특성을 가지는 플렉시블 기판이 자동차 전장품에 사용되고 있다. 자동차 전장품에 대한 Pb-free 솔더 접합부 특성에 관한 연구들이 많이 진행되었음에도 불구하고 자동차의 사용 환경을 고려한 플렉시블 기판 솔더 접합부에 대한 신뢰성 특성에 관한 연구는 아직 부족한 실정이다. 본 연구에서는 organic solderability preservative (OSP) 및 electroless nickel immersion gold (ENIG) 표면처리 된 플렉시블 기판 위 Sn3.0Ag0.5Cu, Sn0.7Cu, Sn0.5Cu0.01Al(Si) 세 가지 Pb-free 솔더 접합부에 대한 특성을 보고 하였다. 솔더 조성과 기판 표면처리에 따른 접합부의 특성 및 신뢰성을 비교 평가 하기 위하여 인장 강도 시험, 열 충격 시험과 반복 굽힘 시험을 진행 하고 그 결과를 분석하였다. OSP 표면처리 된 기판 접합부에 대한 반복 굽힘 시험 결과 세 종류의 솔더 접합부 모두 파괴는 솔더 내부에서 일어 났으며 Sn3.0Ag0.5Cu 솔더의 접합부에서 반복 굽힘 수명이 가장 길게 나타났다.

• 한국구조물진단유지관리공학회 논문집
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• 제22권6호
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• pp.176-181
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• 2018

콘크리트 구조물은 시공 후 다양한 원인에 의해 물리적, 화학적 변형을 통해 물리적인 성능이 저하된다. 이러한 콘크리트 구조물의 성능저하는 사용수명을 감소하기 때문에 합리적인 보수보강이 필요하다. 최근 콘크리트 구조물의 효율적인 보수을 위해, 부착성능을 향상시킨 하이브리드 보수재료에 대한 연구가 활발히 수행되어오고 있다. 본 연구에서는 기존콘크리트와의 부착성능 및 수밀성을 향상시키기 위해 초속경 시멘트에 PVA 분말수지, 나일론 섬유, 라텍스를 혼입 한 하이브리드 보수재를 개발하였다. 보수재료의 성능평가를 위해 압축강도, 건조수축, 부착강도 실험을 수행하였다. 또한 미리 손상이 발생한 시험체를 제작한 후 보수 전후의 휨부착 성능평가를 수행하였다. 휨강도 평가결과, 기존의 초속경시멘트만 혼입한 시험체를 제외한 모든 실험체에서 110%~150%정도 휨강도가 크게 나타났고, 휨강도에 의해 발생된 균열패턴은 모든 실험체가 기존 콘크리트와 일체 거동하는 것으로 나타났다.

• 한국전기전자재료학회논문지
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• 제26권9호
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• pp.662-668
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• 2013

Reported here are results of the mechanical and electrical properties of both of intact and thermally degraded epoxy-coated copper busducts that are made by fluidized bed process. To elucidate and compare the properties mentioned above, electrical breakdown by thermal and water aging, v-t characteristic, bending test, impact test and cross cut test are carried out. Although the performance of electrical and mechanical properties are gradually decreased in increasing the severe conditions such as temperature, aging time, and so forth, sample C has a better performance in both mechanical and electrical properties.

• 한국자동차공학회논문집
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• 제14권3호
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• pp.157-163
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• 2006

This paper described the process of improving durability performance of the exhaust decoupler by the plasma nitriding. The properties of plasma nitriding treatment of AIS1304 stainless steel were tested using specimens before applying plasma nitriding to a mesh ring. In order to analyses the effect of plasma nitriding treatment on the mechanical properties, SEM(Scanning Electron Microscopes), roughness and hardness tester were used. Based on specimen plasma nitriding, we could find appropriate condition for application to the mesh ring of decoupler. To confirm the improved durability performance, we compared the number of cycles, which reaches to fracture, of the nitrided decoupler and that of the unnitrided decoupler by the bending cyclic test. In this test, the durability and wear resistance of the mesh ring are significantly improved by plasma nitriding treatment.

• Journal of the Korean Wood Science and Technology
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• 제38권6호
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• pp.470-479
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• 2010

본 연구는 국산 백합나무의 육안 특성을 이용한 등급구분과 실대재 휨시험을 실시하여 이들의 강도 및 강성의 특성 구명을 통해 국산 백합나무의 구조용재로서의 이용가능성을 평가하였다. 활엽수의 육안등급구분규정이 국내에 존재하지 않아 몇몇 활엽수 제재목에 대한 규정을 포함하고 있는 NSLB (Northern Softwood Lumber Bureau) 규정에 따라 육안등급을 수행하였다. 수행 결과로부터 계산된 백합나무의 휨허용응력을 NDS (National Design Specification)에 제시된 설계치와의 비교를 통해 국산 백합나무가 충분한 강도성능을 가지고 있음을 확인 하였다. 또한 백합나무 제재목을 국내 등급규정에 따라 허용응력을 산정하여 이를 적용하는 데 있어 타당성을 평가하기 위해 국내 국립산림과학원 고시에 따라 육안등급을 수행하였다. 백합나무는 국립산림과학원 고시에 제시된 비중에 따른 수종군 중 소나무류에 포함되었다. 적합분포로 판단된 웨이블분포에 따른 휨허용응력은 1등급 10.0 MPa, 2등급 7.4 MPa, 3등급 4.1 MPa로 제시된 설계치보다 높은 값이 나타났다. 본 실험의 결과로부터 국내 규정에 준하여 국산 백합나무를 구조용재로 이용이 가능함을 확인하였다. 국산 백합나무의 휨탄성계수는 국내외 기준 설계치를 모두 충족시키지 못하였으나, 국산백합나무를 구조용재로 이용하기 위해 본 실험을 통해 얻어진 백합나무의 평균 휨탄성계수를 제안하되, 1등급과 2등급은 9,000 MPa, 3등급 이하는 8,000 MPa를 적용 하는 것이 타당한 것으로 보인다.

• 한국안전학회지
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• 제30권1호
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• pp.60-65
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• 2015

This study is to explore floor impact sound and sound insulation of reinforced concrete structure with void-deck slab system which combines polystyrene void foam and T-shaped steel deck plate. A void-deck slab system can effectively reduce the amount of concrete used and hence the mass of a reinforced concrete slab. Also void slab system has dynamically favorable for bending. Three-bay 2-story building was constructed as a mock up test specimen using void-deck slab system and floor impact sound was measured to valuate sound insulation performance. Light weight floor impact and heavy weight floor impact were investigated. Light weight floor impact pressure levels were 32dB, 28dB, and 29db at representative locations which are $1^{st}$ level in the floor impact sound insulation performance grading system. The heavy-weight floor impact pressure levels were 44dB, 45dB, and 43dB at representative locations which are $2^{nd}$ level in the floor impact sound insulation performance grading system. Therefore void-deck slab system can be used in public housing apartment building in terms of not only effectively reduced construction materials but also floor impact sound insulation.

• Earthquakes and Structures
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• 제9권6호
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• pp.1193-1219
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• 2015

The purpose of this study is to evaluate the seismic performance of high-rise reinforced concrete (RC) box-type wall structures commonly used for most residential buildings in Korea. For this purpose, an analytical model was calibrated with the results of the earthquake simulation tests on a 1:5 scale 10-story distorted model. This calibrated model was then transformed to a true model. The performance of the true model in terms of the stiffness, strength, and damage distribution through inelastic energy dissipation was observed with reference to the earthquake simulation test results. The model showed high overstrength factors ranging from 3 to 4. The existence of slab in this box-type wall system changed the main resistance mode in the wall from bending moment to tension/compression coupled moment through membrane actions, and increased the overall resistance capacity by about 25~35%, in comparison with the common design practice of neglecting the slab's existence. The flexibility of foundation, which is also commonly neglected in the engineering design, contributes to 30~50% of the roof drift in the stiff direction containing many walls. The possibility of concrete spalling and reinforcement buckling and fracture under the maximum considered earthquake (MCE) in Korea appears to be very low when compared with the case of the 2010 Concepcion, Chile earthquake.