• Title/Summary/Keyword: 인장파괴특성

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The Experimental Comparison of the Uniaxial and Biaxial Tensile Strengths of Concretes (일축 및 이축 휨인장강도의 실험적 비교)

  • Oh, Hong-Seob;Zi, Goang-Seup
    • Journal of the Korea Concrete Institute
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    • v.20 no.2
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    • pp.139-146
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    • 2008
  • The characteristics of the biaxial flexural tensile strength of concretes was compared to that of the uniaxial strength. The uniaxial and biaxial strengths in this study were obtained from the classical modulus of rupture test and the biaxial flexural test recently developed by Zi and Oh and Zi et al., respectively. Three different sizes were considered to investigate the effect of the size of aggregates. To estimate the stochastic aspect of the strength, 32 specimens were used for each test. The average biaxial flexural fracture strength was about 20% greater than the uniaxial test. At the same time, the coefficient of variation for the biaxial test was 18% greater than the uniaxial test. This means that the probability of the biaxial cracking can be greater than the uniaxial cracking.

Comparative Test of the End Fitting Materials of Polymer Insulators (폴리머 애자의 금구재질에 따른 비교 시험)

  • Hwang, K.;Park, Y.C.;Lee, S.K.;Oh, Y.W.;Jung, S.Y.;Kim, B.K.
    • Proceedings of the KIEE Conference
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    • 2001.11a
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    • pp.93-95
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    • 2001
  • 현재 폴리머 애자의 금구 재질로 사용되고 있는 구상 흑연 주철품(FCD450). 기계 구조용 탄소강(SM20C) 및 알루미늄 합금(A2024)의 압착에 따른 인장파괴하중의 값과 재질고유의 인장시험 등을 통하여 가장 우수한 특성을 보이는 재질을 선정하고자 하였다. 본 실험 결과 기계구조용 탄소강(SM20C)이 압착조건에서는 기계적 특성에서 우수한 재질로 판정이 되었으며, Qs(품질관리지수)를 계산한 결과도 만족한 값을 보였다. 향후 전철용 고분자 장간애자에서는 구상 흑연 주철품(FCD450)으로만 규정되어 있는 금구 재질을 동등 이상의 재질로 규정하는 것이 특성향상에 바람직할 것으로 보여진다.

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탕구형상이 박육 전자기부품의 유동거동에 미치는 영향

  • Lee, Byeong-Deok;Kim, Eun-Jeong;Han, Jeong-Hwan
    • Proceedings of the Materials Research Society of Korea Conference
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    • 2009.05a
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    • pp.43.1-43.1
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    • 2009
  • 다이캐스팅과 같이 가압 사출방식을 이용한 제품 성형 공정에서 관심의 대상이 되어왔던 연구 주제 중 하나는 어떻게 하면 금형 내에 충진되는 용탕의 유동을 층류성으로 제어할 수 있을까 하는 문제이다. 그러나 다이캐스팅 공정에서 일반적인 용탕의 사출속도로는 그 유동 특성을 제어하기가 거의 불가능하다. 이러한 사출속도의 설정 및 게이트의 형상설계를 하는데 있어서 대부분 경험적인 자료를 이용하고 있어 공정의 효율성을 극대화하고 있지 못한 실정이다. 본 연구에서는 용융 마그네슘합금이 금형내에 충진 될 때 유체의 유입속도 및 탕구형상이 유동에 미치는 영향을 전산유체역학을 이용하여 충진 및 응고해석을 하였고, 예견되는 제품의 결함 및 결함제어 가능성을 진단함으로써 개선방안을 제안하고 최종적으로 금형설계 제작에 반영하여 실제 주조된 제품을 해석결과와 비교하였다. 또한, 본 연구에서 주조된 전자기부품의 미세조직을 관찰하고, 인장강도 및 파괴 특성을 관찰 하였다. 실험결과 빠른 응고속도에 따른 조직의 미세화 효과로 항복강도, 인장강도 그리고 경도 특성이 우수하게 관찰되었다.

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Thermal Aging Behavior of H-NBR/NBR Blend (H-NBR/NBR 블렌드의 열노화거동)

  • Choi, Won-Seok;Kim, Gun-Wan;Do, Je-Sung;Yoo, Myung-Ho;Ryu, Sung-Hun
    • Elastomers and Composites
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    • v.46 no.2
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    • pp.132-137
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    • 2011
  • In the present investigation, thermal aging behavior of H-NBR/NBR blend with various H-NBR content was investigated. Mixture of dicumyl peroxide and sulfur were used as a curing agent. The influence of the thermal aging of the H-NBR/NBR blends on the solid state properties such as tensile strength, elongation at break, hardness and abrasion resistance was investigated. Tensile strength was increased with increasing H-NBR content, while abrasion resistance was decreased. Both elongation at break and hardness were not affected by the addition of H-NBR. The properties such as hardness, tensile strength and elongation at break of the aged samples were lower than unaged samples. However, the rate of deterioration of those properties was decreased by increasing the H-NBR content, which indicated that improved thermal aging behavior was obtained by the addition of H-NBR. Abrasion loss was increased with increasing aging time, but it became less by the addition of H-NBR addition.

A study on the mechanical behavior of the optical fiber sensors embedded in the composite laminate (복합재료 적층판에 삽입된 광섬유 센서의 기계적 특성에 관한 연구)

  • Shin, Kum-Cheol;Lee, Jung-Ju;Kwon, Il-Bum
    • Journal of Sensor Science and Technology
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    • v.8 no.6
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    • pp.440-447
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    • 1999
  • Tensile stress loaded on smart composite structures and thermal stress occurred during the during process of the smart composite materials with embedded optical fiber sensors affect directly the mechanical behavior of the embedded optical fiber sensors within the smart composite structures. Stress distribution within the optical fiber sensors varies with respect to the stacking sequence of the composite laminate and the coating conditions of the optical fibers. The cracks occurred within the composite laminate affect not only the fracture of the composite laminate but also the fracture of the optical fiber sensors embedded within the composite laminate. In this study, firstly, stress distribution of the optical fiber sensors embedded within the composite laminate which is subjected to the tensile and thermal stresses was analyzed using Finite Element Method. And, secondly, the effect of the stacking sequence of the composite laminate and the coating conditions of the optical fiber sensors on the stress distribution of the optical fiber sensors was investigated. Finally, the effect of the crack occurred within the smart composite laminate on the fracture behavior of the optical fiber sensors was also observed through the tensile test.

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Characterization of Microstructures and Fracture Toughness of SR Specimen in Granitic Rocks (화강암에서 SR 시편의 파괴인성과 미세구조적인 특징)

  • Lee, Sang-Eun
    • Tunnel and Underground Space
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    • v.20 no.3
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    • pp.217-224
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    • 2010
  • Three relatively homogeneous granitic rocks were studied to investigate the relationship between their microstructural properties and fracture toughness. Fracture toughness and ultrasonic velocity were varied with the orientation of mineral's long axis and microcrack, obtained from optical microscope. The lowest fracture toughness values are obtained, when the fracture propagates parallel to weakness planes which have the orientation of mineral's long axis and microcrack, in other words, when weakness planes develop perpendicular to the direction of tensile stress agrees with that of rift plane. The fracture toughness values, measured with the short rod method, varied from 1.63 to 2.62 MPa $m^{0.5}$, and their values are related with the average grain size and average microcrack length.

Numerical Analysis of Ultra High Performance Fiber Reinforced Concrete I-beam

  • Han, Sang-Mook;Guo, Yi-Hong;Kim, Sung-Wook;Kang, Su-Tae
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.817-820
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    • 2008
  • 이 논문은 초고강도 섬유보강 I형 보의 거동을 Diana를 사용하여 3차원 유한요소해석을 수행하였다. 보통 또는 고강도 콘크리트의 구성방정식과 달리 초고강도 섬유보강 콘크리트의 재료적 특성 즉, 인장 변형률 강화를 고려한 탄-소성 파괴 역학적 모델을 제안하여 해석에 반영하였다. 인장영역에서는 인장 변형률 강화를 고려한 다차원 고정 균열 규준을 사용하였고, 압축영역에서는 associated flow rule을 고려한 Drucker-Prager Criterion을 채택하였다. UHPFRC(Ultra-High Performance Fiber Reinforced Concrete) I형 보의 하중변형관계, 최초 균열, 최초 대각 균열, 극한상태 등의 결과를 실험결과와 비교하여 해석법의 유용성을 입증하였다.

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Evaluation of Fracture Strength of WA-Vitrified and Resinoid Bond Grinding Wheels by Acoustic Emission (AE에 의한 WA계 비트리파이드 및 레지노이드 結合劑硏削숫돌의 破壞强度評價)

  • 강명순;한응교;권동호
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.12 no.2
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    • pp.241-251
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    • 1988
  • The purpose of this paper is to evaluate fracture strength of WA-vitrified and resinoid bond grinding wheels by means of acoustic emission. The paper conducts tension test, compression test, splitting tensile test and bending test with AE measuring system. These tests have been carried out in accordance with the grain sizes and grades of grinding wheels. The fracture strength of grinding wheels is evaluated by the clarification of biaxal fracture criterion of Babel and Sines. It clarifies the influence of factors of grinding wheel upon AE characteristics and evaluates the predictability of life of grinding wheels and the perception of fracture.

Case Study on Failure of Rock Slope Caused by Filling Material of Clay (점토 충전물에 의한 암반사면 파괴사례 연구)

  • Kim, Yong-Jun;Lee, Young-Huy;Kim, Sun-Ki;Kim, Ju-Hwa
    • Tunnel and Underground Space
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    • v.16 no.5 s.64
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    • pp.368-376
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    • 2006
  • After heavy rainfall, It was occurred massive plane failure along bedding plane of shale in the center of rock slope. It was observed filling material and trace of underground water leakage around of the slope. We tried to find the cause for slope failure, and the result of examination showed that primary factors of the failure were low shear strength of clay filling material and water pressure formed within tension crack existed in the top of the slope. In this research, in order to examine the features of shear strength of filled rock joint, shear test of filled rock joint was conducted using of artificial filling material such as sand and clay..Also we made an investigation into the characteristics of shear strength with different thickness of filling materials.

Evaluation of SHCC on Direct Tensile Load using Acoustic Emission Technique (음향방출기법을 이용한 혼입되는 섬유의 종류에 따른 SHCC의 직접인장거동특성 평가)

  • Kim, Yun-Su;Yun, Hyun-Do;Jeon, Esther;Park, Wan-Shin
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.177-180
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    • 2008
  • SHCC shows the high energy tolerance capacity due to the interfacial bonding of the fibers to the cement matrix. For effective material design and application of SHCC, it is needed to investigate the damage process and micro-fracture mechanism of cement matrix reinforced with different types of fibers. The objective of this paper is to investigate the direct tensile response of cement composites reinforced with single and hybrid fibers using acoustic emission(AE) technique. In this study, the correlations between AE signal and result of the direct tensile response of SHCC. For these purposes, three kinds of fibers were used: PET1.5%, PET1.0+PE0.5%, PET1.0%+PVA0.5%. The result of the direct tensile response of SHCC, for the same volume fraction of fibers, ultimate strength of PET-PE specimen was 2.7 times higher than specimens with PET fibers. And from AE signal value, AE event numbers and cumulative energy were different according to kind of fiber because of the different material properties of reinforced fiber.

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