• Title/Summary/Keyword: REBOUND

Search Result 414, Processing Time 0.027 seconds

Evaluation on Strengthening Capacities and Rebound Rate of Structures with Sprayed FRP (분사식 FRP에 의한 구조물의 보강 성능 및 반발률 평가)

  • Han, Seung-Chul;Yang, Jun-Mo;Yoon, Young-Soo
    • Journal of the Korea institute for structural maintenance and inspection
    • /
    • v.12 no.1
    • /
    • pp.193-202
    • /
    • 2008
  • This paper investigates experimentally the confining effect, strengthening capacity and rebound rate of sprayed Fiber-Reinforced-Polymer (SFRP). From the method, resin and chopped fibers are sprayed separately from the nozzle with high pressure, and then they are attached to the concrete surface, so structure could be repaired. To evaluate the strengthening effect of sprayed FRP, cylindrical specimens and beam specimens were strengthening with SFRP. As main material of FRP, glass fiber and polyester resin are used. To investigate the optimum condition of sprayed FRP, the effects of fiber length, coating thickness, fiber volume ratio and concrete strength were examined. Capacities of sprayed FRP method were also compared to the FRP sheet method. In case of the sprayed FRP, rebound rate is important parameter considering economical efficiency and constructibility, so rebound rate of was discussed. From the test results, optimum conditions of sprayed FRP were determined. SFRP method showed superior strengthening capacities than FRP sheet method.

Preliminary Investigation on Spread-Rebound Regime of an Electrically Charged Droplet (전기적으로 대전된 액적의 스프레드-리바운드 거동 영역에 대한 기초 연구)

  • Ryu, Sung-Uk;Lee, Sang-Yong
    • Proceedings of the KSME Conference
    • /
    • 2007.05b
    • /
    • pp.2067-2072
    • /
    • 2007
  • Understanding of the impinging behavior of an electrically charged spray is essential in determining appropriate operating conditions for electro-spraying of paints, surface coating materials and insecticides. In the present work, as an initial step, the wall impact of an electrically charged droplet has been experimentally investigated. The charged drops were directed on the surface of a paraffin wax, and the impinging behavior was visualized and recorded using a CCD camera to identify the impingement regime. The spread-rebound boundary for the charged drop turned out to be smaller compared to that for an electrically neutral droplet under the same surface condition. The shift of the transition criterion is considered to be due to the discrepancy between the maximum spread ratio of the electrically charged droplet and that of the neutral droplet.

  • PDF

A Case Study on Steroid Rebound Phenomenon after Steroids Treatment for Pompholyx (스테로이드 치료후 리바운드 현상이 발생한 한포진 치험 1례)

  • Shin, Sang-Ho;Yun, Jeong-Min;Heo, Jeong-Eun;Ko, Woo-Shin;Yoon, Hwa-Jung
    • The Journal of Korean Medicine Ophthalmology and Otolaryngology and Dermatology
    • /
    • v.27 no.3
    • /
    • pp.155-161
    • /
    • 2014
  • Objectives : The purpose of this study is to know the effect of Korean medical treatment on pompholyx including steroid rebound phenomenon. Methods : We experienced one case of pompholyx treated with herbal medicine, pharmacupuncture and acupuncture. To evaluate the results of this treatment, we categorized symptoms into four items which are vesicles, itching, erythema and erosions. Results & Conclusions : After treatment we observed the improvement. Based on this experience, it is considered that the Korean medicine can be applied to the treatment of pompholyx.

An Experimental Study on the Effect of Cement Braine for Rebound ratio of shotcrete (숏크리트 리바운드율에 미치는 시멘트 분말도 영향에 관한 실험적 연구)

  • Kim, Young-Sun;Kim, Kwang-Ki;Kim, Jae-Young;Choi, Hyun-Kook;Lee, Joo-Ho
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2015.05a
    • /
    • pp.100-101
    • /
    • 2015
  • This study was carried out to investigate and analyse the influence of brain and unit weight of cement on the properties of shotcrete through the laboratory and field test. From the results of the test, the shotcrete with high blaine cement showed the rebound ratio lower and the strength properties higher than the shotcrete with normal blaine cement. Such as this was produced also in the mix with low unit weight of high blaine cement.

  • PDF

A Study on application of High Strength Concrete by Non-Destructive Test (반발 경도법의 고강도 콘크리트 적용성 검토)

  • Kim, Hee-Doo;Lim, Sung-Joo;Park, Yong-Kyu;Kim, Hyun-Woo;Yoon, Gi-Won;Yang, Seong-Hwan
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2013.05a
    • /
    • pp.69-70
    • /
    • 2013
  • This is an foundational study to adequacy the non-destruction testing for the estimation of compressive strength of high strength concrete The results are as follows, In high strength concrete, H type is NR type rebound number rather than higher. The relation between rebound number and compressive strength of high strength concrete have lower coefficient. when compressive strength estimation of high strength concrete, it consider that rebound hardness test is not applied and should be consider to combined method or addition method.

  • PDF

Observation of the Rebound Shock Waves and the EUV Brightening of a Light Bridge Jet

  • Yang, Heesu
    • The Bulletin of The Korean Astronomical Society
    • /
    • v.45 no.1
    • /
    • pp.44.1-44.1
    • /
    • 2020
  • Hα jets of cool chromospheric plasma are protruding into the solar corona 10-100 Mm above the photosphere. The driving mechanisms of Hα jets have been widely studied for decades. However, the detailed process is still elusive. We observed shock signatures moving along a dark jet using 1.6 meter Goode Solar Telescope at Big Bear Solar Observatory. The first shock front of the jet shows sharp --- when it moves upward, while fuzzy and granulated when it moves downward. The jet itself extends upward when the second shock front of the jet reaches the top of the jet. We find abrupt EUV brightenings when the second shock front collides with the edge of the jet. The third front and the fouth front quasi-periodically. These phenomena might be the signs of the rebound shock waves triggered by p-mode wave leakages at the bottom of the jets. Our observation suggests that the jet can be triggered by the rebound shock waves generated by the p-mode waves leaked at the bottom of the jets.

  • PDF

Setting Time, Strength and Rebound Rate of Shotcrete according In Accelerators (급결제에 따른 숏크리트의 응결, 강도 및 리바운드율)

  • Lee Seong-Haeng;Kim Yong-Ha;Hahm Hyung-Gil;Kim Kwan-Jin
    • Journal of the Korea Concrete Institute
    • /
    • v.17 no.3 s.87
    • /
    • pp.427-434
    • /
    • 2005
  • An experimental investigation was carried out in order to verify the compressive strength, flexural strength, equivalent bending strength, rebound rate of shotcrete according to silicate accelerator, aluminate accelerator, cement mineral accelerator respectively and to especially evaluate the performance of shotcrete using cement mineral accelerator for high quality. The test result of compressive strength was showed that all accelerators were satisfied the required test value for each age, for the requirement of having the $75\%$ or higher compressive strength ratio to plain concretes at 28 days, cement mineral accelerator with $87\%$ compressive strength ratio was only satisfied. In flexural strength test, cement mineral accelerator was satisfied the flexural strength requirement in steel fiber reinforced shotcrete for each age. Aluminate type was conformed to the requirement for 28 days, but not at 1 day, silicate type was failed to satisfy standard requirement. Rebound rate was measured between $11{\~}19\%$ and cement mineral accelerator was showed comparatively lower rebound rate. Based on the test results, cement mineral accelerator exhibited excellent strength improvement and lower rebound rate compared to the conventional accelerator, its result is showed the possibility of making high performance shotcrete.

에너지 소비효율 개선과 리바운드 효과: 수송부문을 중심으로

  • Kim, Dae-Uk;Kim, Jong-Ho
    • Environmental and Resource Economics Review
    • /
    • v.21 no.2
    • /
    • pp.321-340
    • /
    • 2012
  • Korean government recently announced that new passenger cars sold within South Korea in 2009 ran an average of 12.27 kilometers per liter of fuel, which is an 7% point increase of the fuel efficiency. The government interpreted these improvements in the fuel economy as energy savings of 60,000 toe and as a reduction of 160,000 ton $CO_2$ emissions. However, improvements in energy efficiency make energy services cheaper, which is known as rebound effect. If this rebound effect exists, and the size of the effect is not negligible, ignoring this could result in overestimating the energy savings achieved by the fuel efficiency increase. Using detailed data on household and vehicle characteristics, our results suggest that there exist a short-run rebound effect of 0.299(29.9%) for the Korean automobile industry. This is notably smaller than the estimates of West (2004), which finds an estimate of 87% using cross-section data for the US. Furthermore our results highlight the importance of rebound effect on energy savings and the $CO_2$ emissions reduction. Our estimates suggest that the report from Korean government overestimates the energy savings and related $CO_2$ emissions by 29.9% point.

  • PDF

Evaluation of Physical Properties and Strength Interpretation for Lime-Soil Mixture on Barrier Tomb of Pyeongtaek Gungri Site in Joseon Dynasty (조선시대 평택 궁리유적 회곽묘의 물성평가 및 강도해석)

  • Lee, Chan Hee;Kang, San Ha
    • Journal of Conservation Science
    • /
    • v.34 no.2
    • /
    • pp.97-106
    • /
    • 2018
  • The lime-soil mixture on barrier (LSMB) tomb is a representative type of tomb from the Joseon Dynasty. It is an important reference for understanding the society and funeral culture of that time. The LSMB excavated at the Gungri site were classified with manufacturing type. The ultrasonic velocity and rebound hardness method were used to estimate the physical properties of the LSMB. The strength values on the tomb of layered wall were different depend on measuring method. The compressive strengths of the tomb with layered wall, which is calculated by ultrasonic velocity and rebound hardness ranged from 4.0 to 355 (mean 43.6) $kgf/cm^2$ and 18.8 to 538 (mean 245.2) $kgf/cm^2$ ranges. The damage to the tomb with integrated wall during excavation and removal of the corpse could be a reason for the difference in results obtained using ultrasonic velocity method. Compressive strengths of tombs with integrated wall, which is calculated by ultrasonic velocity and rebound hardness ranged from 5.7 to 793 (mean 281.6) $kgf/cm^2$ and 4.5 to 550.5 (mean 172.4) $kgf/cm^2$ values. Physical properties on the tombs of integrated wall had different in compressive strength value but showed similar tendency. Thus, evaluation of the physical properties has shown that measuring ultrasonic velocity and rebound hardness methods are more effective in the LSMB with integrated walls. Further, the strength values obtained through the rebound hardness method are more constant than those obtained through the ultrasonic method due to the small detection area required by the former.

Behavior of Geogrid-Reinforced Soil with Cyclic plate Load Test (반복 평판재하시험을 통한 지오그리드 보강지반의 거동 특성)

  • 신은철;김두환;이상조;이규진
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 1999.10a
    • /
    • pp.285-292
    • /
    • 1999
  • The cyclic plate load test were peformed to determine the behavior of reinforced soft ground with multiple layers of geogrid. Five series of test were conducted with varying the soil profile conditions which including the ground level, type of soil, and the thickness of each soil layer. The plate load test equipment was slightly modified to apply the cyclic load. Based on the cyclic plate load test results, the bearing capacity ratio(BCR), subbase modules, shear modules, the elastic rebound ratio, and reinforcing parameters are presented.

  • PDF