• Title/Summary/Keyword: 인장강도감소

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Mechanical Properties of Polypropylene Fiber mixed in Concrete and Granite Soil Concrete (폴리프로필렌섬유를 혼입한 콘크리트와 화강토콘크리트의 역학적 특성)

  • Jun, Hyung-Soon
    • Journal of the Korean Institute of Landscape Architecture
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    • v.46 no.6
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    • pp.120-126
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    • 2018
  • The study conducted an experiment in which residual aggregate and polypropylene fibers are mixed in concrete, and an experiment in which granite and polypropylene fibers are mixed. Two types of experiments, in particular, changed the amount of polypropylene fibers, and examined the mechanical properties of slump, compressive strength, tensile strength and the like. To establish a light and easy-to-use material for landscape construction and packaging material development by comparing two kinds of experimental results, comparing and analyzing residual aggregate as experimental materials and materials using granite soil to prevent partial destruction due to cracks in drying shrinkage. The more the amount of the PP fibers increases in concrete, the more the volume of the PP fibers increases, the less the slump is determined. As a result of the compressive strength, the cast-down earth concrete is measured to be about 59% to 71% of the concrete strength. As the amount of PP fibers mixed in increased, the compression strength showed a relative decrease. As a result of tensile strength, it is found that the granite concrete is about 68-67% of concrete tensile strength. It was found that the compression strength decreased as the amount of PP fibers mixed in concrete or fire-gant concrete was increased. Then, when polypropylene fibers are mixed in the concrete and the concrete, it is found that tensile strength is increased. By analyzing these results, a fixed amount of PP fiber is mixed in the concrete mixed with the granite soil and utilized for various structures in the field of landscape construction or materials related to packaging, the prevention and improvement effect of the structure is determined.

Statistical Analysis of the Springback Scatter according to the Material Strength in the Sheet Metal Forming Process (판재성형공정에서의 소재 강도에 따른 스프링백 산포의 통계분석)

  • Son, Min-Kyu;Kim, Se-Ho
    • Journal of the Korea Convergence Society
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    • v.13 no.4
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    • pp.287-292
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    • 2022
  • In this paper, the stochastic distribution of the springback amount is investigated for the stamping process of a U-channel shaped-product with ultra-high strength steel. Using the reliability-based design optimization technique (RBDO), stochastic distribution of process parameters is considered in the analysis including material properties and process variation. Quantification of the springback scatters is carried out with the statistical analysis method according to the material strength. It is found that the scattering amount of springback decreases while the amount of springback increases as the tensile strength of the blank material increases, which is investigated by analyzing the strain and stress distribution of the punch and die shoulder. It is noted that the proposed scheme is capable of predicting and responding to the unavoidable scattering of springback in the sheet metal forming process.

Experimental Study on Long-Term Performance Evaluation of Geosynthetic Strip Reinforcement (띠형 섬유보강재의 장기성능 평가를 위한 실험적 연구)

  • Lee, Kwang-Wu;Kim, Ju-Hyeung;Cho, Sam-Deok;Han, Jung-Geun;Yoon, Won-Il;Hong, Ki-Kwon
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.4
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    • pp.75-84
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    • 2010
  • In this study, the long-term performance tests, which have extensibility, creep deformation, installation resistance and durability characteristic, is conducted to apply geosynthetic strip in field. The strength reduction factors using the test results are evaluated in order to calculate long-term design tensile strength. First, the creep deformation was evaluated by both the stepped isothermal method(SIM) and the time-temperature superposition(TTS) method. The creep reduction factor is reasonable to apply 1.6. Second, the result of installation damage test had little damage of yarn, which affected strength of reinforcement. Therefore, it can be analyzed that the installation damage of geosynthetic strip has little effect of long-term design tensile strength. Finally, the durability reduction factor considering chemical, biological and outdoor exposure resistance is reasonable to apply 1.1, which is considered the stability and economic efficiency of reinforced earth wall using geosynthetic strip.

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Temperature Dependency on property of Electrodeposited nanotwin copper (펄스 전해증착으로 합성된 나노쌍정구리박막 물성의 온도의존성)

  • Park, Sang-U;Seo, Seong-Ho;Jin, Sang-Hyeon;Yu, Bong-Yeong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2015.11a
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    • pp.161-161
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    • 2015
  • 펄스 전해 증착으로 합성된 구리는 고밀도의 나노쌍정경계를 지닌 미세구조에 따라 높은 인장강도와 낮은 전기 저항을 동시에 얻을 수 있는 특징이 있다. 이러한 특성들은 반도체 공정의 copper 배선, 리튬이온전지의 집전체, PCB, FPCB 전도체로 사용되고 있는 전해구리박막에서 요구되고 있는 신뢰성 문제 해결에 도움을 줄 수 있다. 본 연구에서는 도금용액의 온도 감소에 따라 변화하는 변수들과 물성의 상관관계를 분석하였다. 펄스전해도금에서 도금용액의 온도가 떨어질수록 인장강도와 연신율은 증가하였으며, $0^{\circ}C$도금조건에서 펄스 전해증착으로 합성된 구리박막은 인장강도 837MPa, 연신율 3.37%를 기록하였다.

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Effects of PGE-AcAm on the Tensile and Impact Properties of DGEBA/MDA System (DGEBA/MDA계의 인장 및 충격 특성에 미치는 PGE-AcAm의 영향)

  • Lee, Jae-Yeong;Sim, Mi-Ja;Kim, Sang-Uk
    • Korean Journal of Materials Research
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    • v.7 no.6
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    • pp.460-463
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    • 1997
  • 에폭시 수지 계의 경화반응 속도를 증가시키고 기계적 물성을 향상시키기 위해 합성 pheny1 glycidy1 ether(PGE)-acetamide(AcAm)를 diglycidy1 ether of bispenol A(DGEBA)/4,4'-methylene dianiline(MDA)계에 도입하였다. PGE와 AcAm을 2:1의 몰비로 혼합한 후 18$0^{\circ}C$에서 1시간 반응시켜서 PGE-AcAm을 합성하였다. 5phr의 PGE-AcAm이 첨가되었을 때 인장강도가 15% 개선되었으며, 그 이후로는 PGE-AcAm을 합성하였다. 5phr의 PGE-AcAm이 첨가되었을 때 인장강도가 15% 개선되었으며, 그 이후로는 PGE-AcAm의 함량에 관계없이 거의 비슷한 값을 나타내었다. 반면에유리전이 온도(Tg)와 충격강도는 PGE-AcAm의 함량이 증가함에 따라 감소하였다. 파단면은 PGE-AcAm이 첨가됨으로써 더 복잡한 형상을 나타내었다.

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Cohesion and Internal Friction Angle Estimated from Brazilian Tensile Strength and Unconfined Compressive Strength of Volcanic Rocks in Jeju Island (제주도 화산암의 압열인장강도와 일축압축강도로부터 추정된 점착력과 내부마찰각)

  • Moon, Kyoungtae;Yang, Soon-Bo
    • Journal of the Korean Geotechnical Society
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    • v.36 no.2
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    • pp.17-28
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    • 2020
  • With respect to the tensile strength of volcanic rocks in Jeju Island, a comparative study was conducted using the existing research results and the test results performed in this study. In addition, the characteristics and effectiveness of the cohesion and internal friction angle estimated from the Brazilian tensile strength and unconfined compressive strength of Jeju volcanic rocks were investigated. As results, the Brazilian tensile strength of Jeju volcanic rocks was closely related to absorption, and decreased exponentially as the absorption increased. It was confirmed that the internal friction angle was closely related to the ratio of unconfined compressive strength to Brazilian tensile strength (σc / σt), and increased logarithmically as the ratio of σc / σt increased. In addition, the ratios of σc / σt of Jeju volcanic rocks were in the range of 5~20 depending on the magnitude of internal friction angle. In the case of cohesion, it was closely related to the absorption and Brazilian tensile strength. The cohesion exponentially decreased as the absorption increased, such as the relation between the Brazilian tensile strength and absorption. It was confirmed that there was a linear relation between the cohesion and Brazilian tensile strength.

Mechanical Strength and FEM Residual Stress Analysis of Stainless Steel/$Si_{3}M_{4}$ joints (스테인레스 스틸/질화규소 접합체의 기계적 특성 및 유한요소법에의한 잔류응력 해석)

  • Kim, Tae-U;Park, Sang-Hwan
    • Korean Journal of Materials Research
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    • v.5 no.4
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    • pp.468-475
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    • 1995
  • 활성금속 브레이징 방법으로 스테인레스 스틸과 질화규소를 접합하여 기계적 특성 및 유한요소법을 사용하여 접합체에서 발생되는 잔류응력의 크기를 조사하였다. 고강도 접합체를 제조하기 위하여 연성금속인 Cu 및 Cu/Mo 적층체를 중간재로 사용하였으며, 중간재의 두께 및 구조에 따라 접합체에서 발생되는 잔류응력의 크기 및 분포가 접합강도에 미치는 영향에 관하여 조사하였다.중간재인 Cu의 두께가 0.2mm 일대 세라믹스에 발생되는 최대 잔류응력의 크기가 급격히 감소하였으며, 최대 접합강도가 나타났다. Cu/Mo 다층 중간재를 사용한 접합체에서는 Cu/Mo 두께비가 감소할수록 접합강도는 증가되었다. 스테인레스 스틸/질화규소 접합체에서 Cu/Mo 중간재의 사용은 Cu 중간재 사용보다 접합강도를 증가시키는데 효과적이었으며, 최대 접합강도는 450Mpa 정도이었다. Cu/Mo 중간재를 사용한 접합체에서는 Mo에 최대 인장방향의 잔류응력이 발생하여 강도 측정시 Mo의 지배적인 소성변형으로 잔류응력이 감소되어 접합체의 접합강도를 향상시키는 것으로 생각된다.

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Change of Strength of High-Strength Bolted Connection Depending on Standard and Over Bolt Hole (표준공과 과대공을 갖는 고장력볼트 접합부의 강도변화)

  • Yang, Seung-Hyun
    • Journal of Korean Society of Steel Construction
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    • v.24 no.5
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    • pp.605-612
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    • 2012
  • A tension member that has a high-strength bolt fastened to a standard bolt hole increases structural resistance but causes problems from workability or economic perspectives. In this research, a total of 28 samples that have standard and over bolt holes as the tension member's high-strength bolted connection were made and a tension test was conducted. The change of strength of the connection has been confirmed by comparing the tension load of standard and over bolt hole samples obtained from the test results with the design strength due to net section and end distance. Samples made with over bolt holes had a lighter tension load than that of samples made with standard bolt holes, exceeded the design strength of present design standards, and although decrease in strength was inevitable due to the over bolt hole, their safety was satisfactory.

Effect of $\delta$'Phase on the Aging Behavior and the Tensile Property of AI-2.5wt%Li Alloy (Al-2.5wt%Li합금의 시효거동과 인장성질에 미치는 $\delta$'상의 영향)

  • Yu, Chang-Yeong;Lee, Min-Sang
    • Korean Journal of Materials Research
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    • v.7 no.8
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    • pp.701-706
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    • 1997
  • AI-2.5wt%Li 합금을 시효처리하여 시효거동과 인장성질에 미치는 $\delta$' 상의 영향을 조사하였다. $\delta$' 상의 입자 반경은 시효 시간의 1/3승에 비례하여 조대화하였다. $\delta$' 상과 기지상과의 계면에너지는 0.0073 J/$m^2$, 확산계수는 1.42$\textrm{cm}^2$/sec, 초대화 거동은 MLSW이론에 부합됨을 알 수 있었다. 미세하고 균일하게 분포한 $\delta$'상은 전반적으로 인장강도의 상승을 가져왔으며, 평형상인 $\delta$상의 석출과 이로 인한 무석출물대의 존재로 과시효시 강도가 감소하였다. 인장변형시 전위는 초전위로 아시효와 피크시효시에는 $\delta$'상을 전단하지만 과시효시에는 $\delta$'상을 전단하지 못하고 우회하여 전위루우프를 형성한다.

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A Comparison of Residual Tensile Properties of GFRP Reinforcing Bar at High Temperature and after Exposure to High Temperature (고온과 고온노출 후 GFRP 보강근의 잔존인장성능 비교)

  • Kim, Seongdo;Moon, Doyoung
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.35 no.1
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    • pp.77-84
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    • 2015
  • Tensile tests were conducted on the GFRP reinforcement exposed to high temperature. The exposure condition for this study was below $200^{\circ}C$ for about 3 minutes. This conditioning is minor compared with that presented in experimental program conducted by other researchers. The residual tensile strength and elastic modulus of GFRP reinforcing bars at high temperature and after exposure to high temperature were compared. In results, tensile properties were decreased at high temperatures, but those after exposure to high temperature were recovered to pre-heating level almost completely. These results could be valuable for evaluating GFRP reinforced structure damaged by fire accident.