• 제목/요약/키워드: Ramp Loading

검색결과 31건 처리시간 0.022초

점증 재하를 고려한 선행재하 공법 적용 연약지반의 현장 계측을 통한 침하량 예측 방법의 개발 (Prediction Method of Settlement Based on Field Monitoring Data for Soft Ground Under Preloading Improvement with Ramp Loading)

  • 우상인;윤찬영;백승경;정충기
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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    • pp.452-461
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    • 2008
  • Previous settlement prediction method based on settlement monitoring such as hyperbolic, monden method were developed under instantaneous loading condition and have restriction to be applied to soft ground under ramp loading condition. In this study, settlement prediction method under ramp loading was developed. New settlement prediction method under ramp loading considers influence factors of consolidation settlement and increase accuracy of settlement prediction using field monitoring data after ramp loading. Large consolidation tests for ideally controlled one dimensional consolidation under ramp loading condition were performed and the settlement behavior was predicted based on the monitoring data. As a result, new prediction method is expected to have great applicability and practicability for the prediction of settlement behavior.

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Prediction of Settlement Based on Field Monitoring Data under Preloading Improvement with Ramp Loading

  • Woo, Sang-Inn;Yune, Chan-Young;Chung, Choong-Ki
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.436-452
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    • 2008
  • In this study, the settlement prediction method based on field monitoring data under preloading improvement with ramp loading is developed. Settlement behavior can be predicted with field monitored settlement throughout the entire preloading process including ramp loading followed by constant loading. The developed method is verified by comparing its predicted results with results from physical model tests and field monitoring data.

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Ramp Loading Scratch 방법을 이용한 상용 HDD Media와 ZnO박막소재의 Scratch 특성에 관한 연구 (Study on Scratch Characteristics of HDD Media and ZnO Thin Films by Ramp Loading Scratch Method)

  • 김대은;이정은;린리위
    • Tribology and Lubricants
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    • 제24권2호
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    • pp.77-81
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    • 2008
  • In this work, ramp loading scratch method was used to evaluate the scratch characteristics of HDD media and ZnO thin films. Commercially available HDD media and ZnO thin films grown on silicon(100) substrate by sol-gel method were used. As for the ZnO films, the effects of annealing temperature after the film deposition process were also investigated. A custom built scratch tester was used to scratch the specimen under a ramp loading condition. The scratch track formed by ramp loading was measured by optical microscope and Atomic Force Microscopy (AFM). The wear depth and width were used to assess the scratch characteristics of the HDD Media and ZnO thin films. The results showed that ZnO film annealed at $800^{\circ}C$ had the best scratch resistance property. Also, the HDD media showed overall better scratch resistance than the ZnO films.

스크래치 테스터의 Ramp Loading 방법을 이용한 하드디스크의 표면 스크래치 특성에 관한 연구 (Study on Surface Scratch Characteristics of Hard Disk by Ramp Loading Method Using a Scratch Tester)

  • 이래준;김대은;강태식;조용범;조긍연
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2005년도 추계학술대회 논문집
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    • pp.484-487
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    • 2005
  • In order to get the surface characteristics of the HDI of HDD, the surface damage mechanisms must be totally understood. Particle contamination in hard disk drives is a big concern in today's magnetic recording industry since they are major sources of reliability problems. Namely upon contact with the slider or a contaminant particle, the disk may be scratched or the particles may be embedded into the disk surface. In this work, comparison of scratches was made between those found on actual hard disks and those created using a scratch tester. It was found that ramp loading method is an effective way to make similar scratches as the actual ones. From the ramp loading condition, the relationship between the pressure and the scratch track width could be identified.

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점증 선행 하중으로 개량하는 연약지반의 계측기반 침하량 예측방법 개발 (Prediction Method of Settlement Based on Field Monitoring Data for Soft Ground Under Preloading Improvement with Ramp Loading)

  • 우상인;윤찬영;백승경;정충기
    • 한국지반공학회논문집
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    • 제24권10호
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    • pp.83-91
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    • 2008
  • 현장계측 자료를 이용하여 연약지반의 향후 침하거동을 예측하는 기존의 방법들은 모두 즉시재하 조건을 가정하고 개발된 방법으로써 실제로는 연약지반의 안정성 등을 고려하여 점증재하가 이루어지는 현장에 적용하기에는 많은 제약이 있다. 본 연구에서는 연약층의 두께, 성토하중 크기, 선행압밀하중, 배수거리, 성토속도 등의 다양한 영향인자를 고려하였으며 점증재하가 완료된 이후의 지반개량 기간에도 지속적으로 예측 정확도를 높일 수 있는 계측기반 침하거동 예측기법을 개발하였다. 점증재하 과정에서의 예측방법과 성토완료 이후의 예측방법이 개발되었으며, 성토 완료 이후의 예측방법은 기하학적 보정을 이용한 정확도 향상기법과 확률론적 보정을 이용한 정확도 향상기법 두 가지를 제안하였다. 대형압밀시험 결과를 이용한 예측기법의 적용성 검증 결과, 기존의 예측기법을 적용할 수 없는 점증재하 초기에도 비교적 적은 데이터를 이용하여 상당히 높은 정확도를 가지고 침하거동을 예측할 수 있었다. 또한, 성토완료이후에도 기존 예측기법과 제안된 방법의 비교, 분석 결과 최종침하량과 RMSE에서 모두 제안된 방법이 기존의 예측기법에 비하여 우수한 예측결과를 보였다.

Photothermoelastic interactions under Moore-Gibson-Thompson thermoelasticity

  • Kumar, Rajneesh;Sharma, Nidhi;Chopra, Supriya
    • Coupled systems mechanics
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    • 제11권5호
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    • pp.459-483
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    • 2022
  • In the present work, a new photothermoelastic model based on Moore-Gibson-Thompson theory has been constructed. The governing equationsfor orthotropic photothermoelastic plate are simplified for two-dimension model. Laplace and Fourier transforms are employed after converting the system of equations into dimensionless form. The problem is examined due to various specified sources. Moving normal force, ramp type thermal source and carrier density periodic loading are taken to explore the application of the assumed model. Various field quantities like displacements, stresses, temperature distribution and carrier density distribution are obtained in the transformed domain. The problem is validated by numerical computation for a given material and numerical obtained results are depicted in form of graphs to show the impact of varioustheories of thermoelasticity along with impact of moving velocity, ramp type and periodic loading parameters. Some special cases are also explored. The results obtained in this paper can be used to design various semiconductor elements during the coupled thermal, plasma and elastic wave and otherfieldsin thematerialscience, physical engineering.

Free-strain solutions for two-dimensional consolidation with sand blankets under multi-ramp loading

  • Zan Li;Songyu Liu;Cuiwei Fu
    • Geomechanics and Engineering
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    • 제35권4호
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    • pp.385-393
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    • 2023
  • To analyze the consolidation with horizontal sand drains, the plane strain consolidation model under multi-ramp loading is established, and its corresponding analytical solution is derived by using the separation of variables method. The proposed solution is verified by the field measurement data and finite element results. Then, the effects of the loading mode and stress distribution on consolidation and dissipation of pore pressure are investigated. At the same time, the influence of hydraulic conductivity and thickness of sand blankets on soil consolidation are also analyzed. The results show that the loading mode has a significant effect on both the soil consolidation rate and generation-dissipation process of pore water pressure. In contrast, the influence of stress distribution on pore pressure dissipation is obvious, while its influence on soil consolidation rate is negligible. To guarantee the fully drained condition of the sand blanket, the ratio of hydraulic conductivity of the sand blanket to that of clay layer kd/kv should range from 1.0×104 to 1.0×106 with soil width varying from 100 m to 1000 m. A larger soil width correspondingly needs a greater value of kd/kv to make sure that the pore water can flow through the sand blanket smoothly with little resistance. When the soil width is relatively small (e.g., less than 100 m), the effect of thickness of the sand blanket on soil consolidation is insignificant. And its influence appears obvious gradually with the increase of the soil width.

Ramp Loading 피코 슬라이더의 거동 해석 (Dynamics of a Pico Slider during the Ramp Loading Process)

  • 임윤철;김범준;조광표
    • Tribology and Lubricants
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    • 제20권6호
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    • pp.322-329
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    • 2004
  • Recently, a load/unload(L/UL) system is adopted to the hard disk drive(HDD) due to its advantages such as lower power consumption, larger data zone, simpler fabrication of disk due to no bumped parking zone, and rarer contact between slider and media. An analysis of the transient motion for the slider is very important to design an air bearing surface(ABS) of the slider to secure the stable performance of the system. During the L/UL process, however, there are several issues occurred such as contact or collision between slider and media. Sometimes this will cause the system failure. In this study, the dynamics of a pico slider during the loading process are investigated through numerical simulation using FEM analysis and experiment. Ramp profile and angular velocity of the swing arm actuator are very important parameters for the design of L/UL system to avoid collision between slider and disk.

Ramp loading scratch 방법에 의한 실리콘 기반 박막들의 파손 특성에 관한 연구

  • 이재원;정구현;김대은
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 2004년도 춘계학술대회 논문요약집
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    • pp.140-140
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    • 2004
  • 마이크로 기술을 대변하는 Micro-Electro-Mechanical-Systems (MEMS)와 반도체, 각종 micro-sensor 및 actuator 등은 실리콘 위에 박막 코팅한 재료를 주로 사용하고 있다. 따라서 1 Um 이하의 박막코팅에 의해 원하는 성능을 얻으려는 시도가 널리 진행되고 있다 Hard Disk Drive (HDD)의 Head-Disk Interface (HDI)와 MEMS 접촉면에서는 발생하는 마찰 및 마멸에 대한 문제 등은 중요한 고려대상이다. 특히 코팅 층의 표면 파손 현상은 코팅 층의 파손 특성과 코팅 층과 기판 사이의 결합상태가 큰 영향을 미친다.(중략)

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경사로 오르기와 내리기 동안 압력중심 이동경로와 족저압 비교 (Comparison of Pathway of COP and Plantar Foot Pressures while Ascending and Descending a Slope)

  • 한진태
    • The Journal of Korean Physical Therapy
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    • 제22권5호
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    • pp.77-82
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    • 2010
  • Purpose: The purpose of this study was to compare the pathway of COP and plantar foot pressure and to determine the correlation between plantar regions during the ascending and descending of a ramp. Methods: Fifteen healthy adults who had no musculoskeletal problems participated in our study. They were asked to walk on a level surface and on an ascending and descending ramp in their bare feet. Pathway of COP and plantar foot pressures were recorded using the Matscan system (Tekscan, Boston, USA). For pressure measurements, the plantar foot surface was divided into seven regions: two toe regions, three forefoot regions, a midfoot region, and a heel region. To determine whether there was a statistically significant difference between pathway of COP and plantar foot pressures during walking, we used repeated measuremes ANOVA. Results: In comparison to results for a level walking, pathway of COP while ascending a ramp had a tendency to be shifted medially in the forefoot and became longer till the big toe. Pathway of COP while descending a ramp also was shifted medially, but ended in the forefoot. Plantar foot pressure of the second and third metatarsal head and the fourth and fifth metatarsal heads was significantly decreased while descending the ramp. Conclusion: These results indicated that plantar foot pressure is changed while ascending and descending a ramp and demonstrated that ramp walking can affect the structure and function of the foot. Therefore, gait environment is associated with significant changes in foot characteristics, which contribute to altered plantar loading patterns during gait.