• Title/Summary/Keyword: 접촉강도

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The Effect of Water on the Interface Shear Strength between Geosynthetics (물이 토목섬유 사이의 접촉 전단강도에 미치는 영향)

  • 서민우;박준범;박인준
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.03a
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    • pp.321-328
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    • 2002
  • Various geosynthetics used as liners or the Protection layers are installed in the solid waste landfill. The interface shear strength between geosynthetics installed at the slope of the landfill is a very important variable for the safe design of bottom and cover systems in the solid waste landfill. The interface shear strengths between (1) Geomembrane(GM)/Geotexile(GT) and (2) Geomembrane(GM)/Geosynthetic Clay Liner(GCL) were estimated by a large direct shear test in this study and were evaluated by the Mohr-Coulomb failure criterion. Especially, this research is focused on the effect of water which exists between geosynthetics because interfaces become easily wet or hydrated by rain, leachate and groundwater beneath liners. The strength reduction at large displacement and the effects of the magnitude of normal stresses and GCL hydration methods also investigated. The test results showed that the interface shear strength and shear behavior varied depending upon the magnitude of normal stresses, water at the interface, and hydration methods. Summary of secant friction angles, which could be used as reference values at a site where similar geosynthetics are installed, together with normal stress and hydration condition are presented.

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Evaluation of Shear Strength at Interface Between Geotextile and Cementitious Binder Materials (시멘트계 결합재가 적용된 지오텍스타일의 접촉면 전단강도 평가)

  • Son, Dong-Geon;Byun, Yong-Hoon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.64 no.1
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    • pp.91-98
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    • 2022
  • Multi-layered geotextile tubes may have problems on its stability when used as cofferdam. This study presents the shear strength characteristics at the interface between geotextiles and a cementitious binder material to improve the stability of the multi-layered geotextile tubes. In this study, two different types of geotextiles are used. After mixing with a rapid setting cement, fly ash, sand, accelerator, and water, the cementitious binder material is prepared at the interface between two geotextile samples and cured under water for a desired period. The specimen is placed on upper and lower direct shear boxes by using clamping systems. A series of direct shear tests for two different geotextiles are performed along the curing time under three vertical stresses. Experimental results show that the shear strength at the interface between the cementitious binder material and geotextiles is greater than that at the interface between two geotextiles. For two types of geotextiles, apparent cohesion occurs at the interface between the cementitious binder material and geotextiles. In addition, the friction angles for any curing time are improved, compared to the interface between two geotextiles. The cementitious binder material suggested for the interface between two geotextiles may be useful for the reinforcement of multi-layered geotextile tubes.

Evaluation of Ultrasonic Nonlinear Characteristics in Heat-Treated Aluminum Alloy (열처리된 알루미늄 합금의 초음파 비선형 특성 평가)

  • Kim, JongBeom;Cheon, Chung;Jhang, Kyung-Young;Kim, Chung-Seok
    • Journal of the Korean Society for Nondestructive Testing
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    • v.33 no.2
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    • pp.193-197
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    • 2013
  • In this study, ultrasonic nonlinear characteristics in the heat-treated aluminum alloy have been evaluated. The nonlinearity of ultrasonic wave has been measured as the acoustic nonlinear parameter ${\beta}$, depending upon the amplitude ratio of the second-order harmonic and the fundamental frequency component of ultrasonic wave propagating through the materials. The parameter ${\beta}$ measurement has been carried out with the reflected signals from the back-wall of specimens at the same plane using the contact-type transducers. The heat-treatment, aging, has been achieved at $300^{\circ}C$ for various durations in the range of 1 to 50 hours. The tensile strength and elongation are obtained by the tensile test and then compared with the parameter ${\beta}$. There is a peak of the acoustic nonlinear parameter ${\beta}$ on 5 hours aging and the ${\beta}$ decreases thereafter, exhibiting closed relations with tensile strength and elongation. Also, the heat-treatment time showing peak in the parameter ${\beta}$ was identical to that showing severe change in the ${\sigma}-{\varepsilon}$ curve. These results suggest that the acoustic nonlinear parameter ${\beta}$ can be used for monitoring the strength variations with aging of aluminum alloys.

ESCA를 이용한 노화된 종이의 표면 변화 특성 관찰

  • 양봉숙;김형진;조병묵;오정수
    • Proceedings of the Korea Technical Association of the Pulp and Paper Industry Conference
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    • 2000.11a
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    • pp.139-139
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    • 2000
  • 종이는 제조 후 시간의 경과에 따라 노화가 야기되기 시작하며 이에 수반되는 현상으로서 종이의 기계적 강도 손실 및 종이의 색 변화를 들 수 있다. 종이의 노화 현상은 주로 빛, 열, 대기 오염물질, 미생물, 곤충 및 화학약품 등의 외부 인자들에 의해 종이 내에서의 가수 분해 또는 산화작용을 발생시키며 이는 종이의 폭넓은 이용올 제한하는 중요한 원인이 되고 있다. 종이의 노화기작은 주로 산 가수분해 및 산화작용 그리고 가교결합 둥으로 해석되고 있다. 이는 종이의 주 구성요소인 셀룰로오스의 수산기가 반웅하여 카르보닐기를 형성하면 서 저분자화 되거나 산소에 의해 산화되면서 저분자화 되어 종이의 강도적 손실이 일어난다 고 보고되고 있으며 종이의 황색화(Yellowing) 현상은 주원인이 종이에 잔존하고 있는 리그 년이 빛과 열에 의해 반응하여 산화됨으로써 야기된다고 설명되고 있다. 즉, 열이나 자외선 및 가시광션의 조사로 인한 셀룰로오스 및 기타 종이 구성물의 산화에 의해 종이가 퇴색되 거나 강도가 저하되는 현상이 일어나게 된다. 특히 이러한 노화 거동은 상온의 경우에서는 펄프와 종이의 황색화가 천천히 일어나지만 옹도가 점차 올라갈수록 그 속도는 빨라진다. 종이가 노화되면서 일어나는 산화반용은 주로 대기 중의 산소와 접촉하기 쉬운 표변에서부 터 발생하기 쉽다. 열처리를 통해 표면에서의 산화 작용은 촉진되고 종이의 구성원소의 결 합에 화학적 변화가 야기된다. 이를 분석하기 위해서 모든 원소가 독특한 결합에너지를 가 지고 있다는 것에 착안 시료 표면에 특정 x-선 및 전자빔을 입사하여 방출하는 광전자의 에너지를 측정함으로써 시료 표면의 조성 및 화학적인 결합상태를 알 수 있는 ESCA ( (Electron Spectroscopy for Chemical Analysis)를 이용하였다 .. ESCA는 주로 표면 원소의 규 명 및 정량분석과 화학결합 상태의 정성, 정량 분석, 깊이에 따른 원소의 농도 분포 분석, 고분자화합물의 특성 조사, 표면 원소의 화학결합에 따른 전자상태 연구 둥에 활용되 고 있 다. 즉, 종이가 노화되면서 원소들 사이에 변화되는 결합을 이러한 에너지 분석에 의해 원소 정성분석 또는 정량분석을 하고자 하였으며, 이를 분석하여 열처리 시 종이 표면에서 일어 나는 변화를 구명하고자 하였다. 이에 따라 본 연구에서는 종이의 노화를 가속화시키는 빛, 대기오염물질, 및 기타 다른 인 자들은 배제하고 열 만을 가해 노화의 진행속도를 높인 후, 노화 진행 시 종이 표변에 일어 나는 산화작용 및 가수분해를 표면 분석 장치인 ESCA를 이용하여 종이의 주 구성원소인 탄소와 산소가 열처리 시 변하는 에너지를 측정하였다. 또한 카르복실기 정량과 종이의 pH 측정 및 X -ray Diffractometer를 이용하여 결정화도를 측정하였다. 본 연구의 결과, 시간의 경과에 따라서 탄소의 결합에너지는 분포가 C-H에서 COO-, 또는 C=O로 달라짐으로써 종 이가 산화되고 있다는 것을 알 수 있었다. 또한 이 결합에너지 분포의 변화가 펄프의 종류 에 따라서 다르게 이동함으로써 제조된 시트의 표면 산화반응이 서로 다르게 일어나고 있음 을 알 수 있었으며, 이는 사용한 펄프의 화학 조성분의 차이에 기인한 것이라 사료된다.

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Friction Welding of Ni-Base ODS Alloy Prepared by Mechanical Alloying (기계적 합금법으로 제조된 Ni기 산화물 분산강화 합금의 마찰압접에 관한 연구)

  • 강지훈;박성계;김지순;권영순
    • Proceedings of the Korean Powder Metallurgy Institute Conference
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    • 1994.10b
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    • pp.15-15
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    • 1994
  • M MA ODS 합금의 보다 폭넓용 실용확훌 위해 크게 요구되고 있는 적정 접합기술 개발의 한 방안£로, 마찰압접(Friction Welding) 방법의 가능성옳 조사하기 위하여 마찰압력과 시간, 마 찰 후 접촉압력(Upset Pressure) 풍을 다양하게 변화시켜 접합체톨 제조한 후, 접합체 강도에 대한 인장시험과 접합계연의 결합 및 미세구조에 대한 현미경 관찰, EDS에 의한 원소분석, 접 합이옴부의 경도분포와 파단면 분석 풍율 행하였다. 실험에 사용된 모재는 기계적 합금법으로 제조된 Inca사의 Ni기 MA 754 합금이었으며, 직경 l 10 mm, 길이 50 mm로 가공한 후, 아세통£로 초음파 세척하여 접합에 사용하였다. 접합온 브 레이크식 마찰압접기틀 사용하여 행하였으며, 회전시험편의 회전수는 2400 rpm이었A며, 다른 한쪽의 고정시험편과의 마찰압력 및 마찰시간온 각각 50 - 500 MPa과 1-5초로, 또한 업셋압 력도 50 - 600 MPa로 변화시켰다. 이때 업셋압력은 모든 시편에 대해 일정하게 6초동안 가하 였다. 얻어진 접합체는 각 압접조건 당 2개 이상의 접합시험편에 대해 상온 인장강도톨 측정하 였으며, 파단이 일어난 위치를 확인한 후 파면에 대한 분석율 주사전자현미경(SEM)과 에너지 분산형 분광분석기mDS)릎 사용하여 행하였다. 컵합이옴부의 첩합성올 확인하기 위하여, 접합 체를 접합변에 수직으로 절단, 연마한 후 광학현미경과 SEM, EDS 퉁으로 관찰, 분석하여 접 합부의 형상과 결합형성 여부, 접합계면의 미세조직 퉁옳 조사하였다. 또한 마찰압접에 따론 모재와 접합계연부의 경도분포훌 접합이옴부로부터 모재쪽으로 일정 간격율 두어 마이크로 비 커스 경도기로 측정, 조사하였다. 이상의 설험 결과, 다옴과 같온 결론옳 얻었다. ( (1) 접합체 강도가 모채 강도의 95% 이상이 되는 양호한 렵합체흩 얻기 위한 마찰압력 조건 온, 2400 rpm의 회전속도와 6초의 업셋압력 유지시간에서 마찰압력과 업셋압력, 그리고 마찰시 간이 각각 400 MPa 이상과 500 MPa 이상,2초입율 확인하였다. ( (2) 컵합이옴부의 관찰 결과, 모든 마찰압접 조건에서 컵합이옴부는, 기폰 모재의 texture 조직 을 유지하고 있는 모재부 영역(영역 ill)과 첩합계면부에 인접하여 업셋압력이 주어질 때 단조 효과에 의해 계연 외부로 metal flow가 일어나면서 형성된 영역 II, 매우 미세한 결정립으로 구성된 중앙부의 영역 1 로 이투어져 있옴융 확인하였다. ( (3) 최적접합조건이 충족되지 않온 경우, 접합부의 영역 I 에서 관찰된 void와 균열, 불균일한 접합계면 통의 접합결함에 Al과 Y. Ti 퉁£로 구성된 산화물률이 용집되어 있옴을 확인하였 다-( (4) 접합체의 파단 양상온 크게 접합부 파단과 모재부 파단, 이률의 혼합형 파단i로 나눌수 있었다. 모재부 파단의 경우, 파단면이 매끄럽고 파변상의 결정립도 매우 미세하였으며, 산확물 의 용집도 찾아보기 어려웠 나, 접합부 파단의 경우에는 파변의 굴곡이 비교척 심하고 연성 입계파괴의 형태를 보였£며, 결정립도 모채부 파단의 경우에 비해 조대하였다. 조대하였다.

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A Study on Physicochemical Properties of Epoxy Coatings for Liner Plate in Nuclear Power Plant (원자력발전소 격납건물 철재면 에폭시 도장시편의 물리화학적 특성 평가)

  • Lee, Jae-Rock;Seo, Min-Kang;Lee, Sang-Kook;Lee, Chul-Woo;Park, Soo-Jin
    • Applied Chemistry for Engineering
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    • v.16 no.6
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    • pp.809-814
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    • 2005
  • In this work, the thermal properties of epoxy coating system on the liner plate in the containment structure of nuclear power plants had been examined by irradiation and design basis accident (DBA) conditions. The effect of immersion in hot water on adhesion strength of the coating system had been also studied. The glass transition temperature ($T_g$) and thermal stability of ET-5290/carbon steel A 32 epoxy coating systems were measured by DSC and TGA analyses, respectively. Contact angle measurements were used to determine the effect of immersion on the surface energetics of epoxy coating system, with a viewpoint of surface free energy. Adhesion tests were also executed to evaluate the adhesion strength at interfaces between carbon steel plate and epoxy resins. As a result, it was found that the irradiation led to an improvement of internal crosslinked structure in cured epoxy systems, resulting in significantly increasing the thermal stability, as well as the $T_g$. Also, the immersion in hot water made a role in the post-curing of epoxy resins and increased the mechanical interlocking of the network system, resulting in increasing the adhesion strength of the epoxy coating system.

Fabrication and characterization of the nano- and micro-particles applied dry adhesives (나노 또는 마이크로 입자의 전사를 이용한 건식 접착제의 제조 및 특성 분석)

  • Yu, Min Ji;Vu, Minh Canh;Han, Sukjin;Park, Jae Hong;Kim, Sung-Ryong
    • Journal of Adhesion and Interface
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    • v.20 no.1
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    • pp.23-28
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    • 2019
  • In this study, the micro- and nano-particles were used and their shapes were transferred into the polydimethylsiloxane (PDMS) film to fabricate the dry adhesives and their properties were investigated. The Cu nanoparticles of the sizes of 20 nm, 40 nm and 70 nm and the polymethylmethacrylate (PMMA) beads of the size of $5{\mu}m$ were used to transfer their images and the resultant properties of the dry adhesives were compared. The effects of particle size and materials on the mechanical property, tensile adhesion strength, light transmittance, surface morphology, water contact angle were studied. The dry adhesives obtained from the transfer process of Cu nanoparticles with the size of 20 nm resulted in the enhancement of tensile adhesion strength more than 300% compared to that of the bare PDMS. The formation of nanostructure of large surface area on the surface of the PDMS film by the Cu nanoparticles may responsible for the improvement. This study suggests that the use of nanoparticles during the fabrication of PDMS dry adhesives is easy and effective and could be applied to the fabrication of the medical patch.

Estimation of Cerchar abrasivity index based on rock strength and petrological characteristics using linear regression and machine learning (선형회귀분석과 머신러닝을 이용한 암석의 강도 및 암석학적 특징 기반 세르샤 마모지수 추정)

  • Ju-Pyo Hong;Yun Seong Kang;Tae Young Ko
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.26 no.1
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    • pp.39-58
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    • 2024
  • Tunnel Boring Machines (TBM) use multiple disc cutters to excavate tunnels through rock. These cutters wear out due to continuous contact and friction with the rock, leading to decreased cutting efficiency and reduced excavation performance. The rock's abrasivity significantly affects cutter wear, with highly abrasive rocks causing more wear and reducing the cutter's lifespan. The Cerchar Abrasivity Index (CAI) is a key indicator for assessing rock abrasivity, essential for predicting disc cutter life and performance. This study aims to develop a new method for effectively estimating CAI using rock strength, petrological characteristics, linear regression, and machine learning. A database including CAI, uniaxial compressive strength, Brazilian tensile strength, and equivalent quartz content was created, with additional derived variables. Variables for multiple linear regression were selected considering statistical significance and multicollinearity, while machine learning model inputs were chosen based on variable importance. Among the machine learning prediction models, the Gradient Boosting model showed the highest predictive performance. Finally, the predictive performance of the multiple linear regression analysis and the Gradient Boosting model derived in this study were compared with the CAI prediction models of previous studies to validate the results of this research.

A PHOTOELASTIC STRESS ANALYSIS OF FIXED PARTIAL DENTURES WITH ENDOPOREIMPLANTS ACCORDING TO SPLINTING, CONTACT TIGHTNESS, AND CROWN LENGTH (연결고정, 인접면 접촉강도 및 치관길이에 따른 엔도포어 임플란트를 이용한 고정성 국소의치의 광탄성 응력 분석)

  • Jeong, Hoe-Yeol;Choi, Min-Ho;Kim, Yu-Lee;Cho, Hye-Won
    • The Journal of Korean Academy of Prosthodontics
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    • v.42 no.4
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    • pp.425-442
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    • 2004
  • Statement of problem: A difficulty in achieving a passive-fitting prosthesis can be overcome by individual crown restoation of multiple implants. But individualized crown has another difficulty in control of contact tightness and stress distribution. Purpose: This in vitro study is to evaluate the stress distribution and the magnitude in the supporting tissues around Endopore implants with different crown lengths, interproximal contact tightness, and the splinting effects. Material & methods: Three Endopore implants($4.1{\times}9mm$) were placed in the mandibular posterior edentulous area distal to the canine and photoelastic model was made with PL-2 resin(Measurements Group, Raleigh, USA). Restorations were fabricated in two crown lengths: 9, 13 mm. For non-splinted restorations, individual crowns were fabricated on three custom-milled titanium abutments. After the units were cemented, 4 levels of interproximal contact tightness were evaluated: open, ideal($8{\mu}m$ shim stock drags without tearing), medium($40{\mu}m$), and heavy($80{\mu}m$). For splinted restorations, 3-unit fixed partial dentures were fabricated. This study was examined under simulated non-loaded and loaded conditions(6.8 kg). Photoelastic stress analysis was carried out to measure the fringe order around the implant supporting structure. Results: 1. When restorations were not splinted, the more interproximal contact tightness was increased among the three implants, the more stress was shown in the cervical region of each implant. When crown length was increased, stresses tended to increase in the apex of implants but there were little differences in stress fringes. 2. When nonsplinted restorations were loaded on the first or third implant, stresses were increased in the apex and cervical region of loaded implant. Regardless of interproximal contact tightness level, stresses were not distributed among the three implants. But with tighter interproximal contact, stresses were increased in the cervical region of loaded first or third implant. 3. When the nonsplinted restorations were not loaded, there were little stresses on the supporting structure of implants, but low level stresses were shown in the splinted restorations even after sectioning and soldering. 4. With splinted restorations, there were little differences in stresses between different crown lengths. When splinted restorations were loaded, stresses were increased slightly on the loaded implant, but relatively even stress distribution occurred among the three implants. Conclusions: Splinting the crowns of adjacent implants is recommended for Endopore implants under the overloading situation.

Experimental Study on Evaluation of Rotational Resistance of Multi-Span Greenhouse Foundations (연동비닐하우스 기초의 회전저항성능 평가에 관한 실험적 연구)

  • Lee, Hyunjee;Shin, Jiuk;Kim, Minsun;Choi, Kisun
    • Journal of the Korean GEO-environmental Society
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    • v.19 no.9
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    • pp.5-12
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    • 2018
  • The foundation of the multi-span greenhouse structures is designed with small shallow concrete foundation considering mainly the vertical load. However, recently, due to an abnormal climate such as strong wind, horizontal load and up-lift load over design strength are applied to the foundation, causing safety problems of the greenhouse foundation. In order to reasonably evaluate the safety of greenhouse foundations, rotational and pullout stiffness expressed by the ground-foundation interaction should be evaluated, which also affects the safety of the upper structural members. In this study, three representative basic foundation types were selected by classifying greenhouse standards in Korea according to the shape, and the horizontal loading tests and theoretical calculation were performed for each foundation type. As a result of the comparison and analysis of the test and calculation, it was found that rotational resistance of the foundation is different according to the ratio of the contact area between the foundation and ground when the conditions of the foundation - ground contact surface and the mechanical properties of the ground are the same.