• Title/Summary/Keyword: Elastic

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A Study on Stress-Strain Behaviour of Geotube Structure Filled with Silty Sand Under Low Confining Pressure by Triaxial Compression Test (실트질 모래가 충진된 지오튜브 구조체의 저 등방조건에서 삼축압축시험에 의한 응력-변위 거동 연구)

  • Hyeong-Joo, Kim;Tae-Woong, Park;Ki-Hong, Kim
    • Journal of the Korean Geosynthetics Society
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    • v.21 no.4
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    • pp.69-78
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    • 2022
  • Geotextile tubes are widely used to prevent erosion in coastal areas and to replace the backfill for shore slopes in the reclamation of land using dredged soil. In this study, The triaxial confining pressures were chosen as 10kPa, 50kPa, or 100kPa for the specimens reinforced with geotextile considering the condition in the site. The strain behavior under various compressive stresses was then identified. At strains 0% to 7%, the stress-strain behavior was the same due to the effect of initial strain hardening, in which the force was exerted according to the relaxation of the geotextile regardless of the confining pressure (≤100kPa). At strains of 7% or more, the specimen with the small confining pressure had smaller deformation under load, which increases the tensile resistance provided by the reinforcing geotextile. Brittle fracture was then observed due to strain softening and the deviator stress abruptly decreased. This is different from the phenomenon in which the shear strength increases as the confining pressure increases in general triaxial compression tests. In the geoxtile-confined tests, geotextiles are primarily subjected to tensile displacement. Thereafter, the modulus of elasticity increases rapidly, which exhibits the elastic behavior of the geotextile.

Prediction of Hydrodynamic Behavior of Unsaturated Ground Due to Hydrogen Gas Leakage in a Low-depth Underground Hydrogen Storage Facility (저심도 지중 수소저장시설에서의 수소가스 누출에 따른 불포화 지반의 수리-역학적 거동 예측 연구)

  • Go, Gyu-Hyun;Jeon, Jun-Seo;Kim, YoungSeok;Kim, Hee Won;Choi, Hyun-Jun
    • Journal of the Korean Geotechnical Society
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    • v.38 no.11
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    • pp.107-118
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    • 2022
  • The social need for stable hydrogen storage technologies that respond to the increasing demand for hydrogen energy is increasing. Among them, underground hydrogen storage is recognized as the most economical and reasonable storage method because of its vast hydrogen storage capacity. In Korea, low-depth hydrogen storage using artificial protective structures is being considered. Further, establishing corresponding safety standards and ground stability evaluation is becoming essential. This study evaluated the hydro-mechanical behavior of the ground during a hydrogen gas leak from a low-depth underground hydrogen storage facility through the HM coupled analysis model. The predictive reliability of the simulation model was verified through benchmark experiments. A parameter study was performed using a metamodel to analyze the sensitivity of factors affecting the surface uplift caused by the upward infiltration of high-pressure hydrogen gas. Accordingly, it was confirmed that the elastic modulus of the ground was the largest. The simulation results are considered to be valuable primary data for evaluating the complex analysis of hydrogen gas explosions as well as hydrogen gas leaks in the future.

Anisotropic Compression Behavior and Phase Transition of Sepiolite Under Moderate Pressure Conditions (천부지권 압력 하 해포석의 비등방적 압축 특성 및 상전이 연구)

  • Seohee, Yun;Yongjae, Lee
    • Korean Journal of Mineralogy and Petrology
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    • v.35 no.4
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    • pp.423-430
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    • 2022
  • Pressure-dependent elastic behavior and chemical reaction of natural sepiolite (Mg8Si12O30(OH)4·12H2O) was studied under two different pressure-transmitting medium (PTM) conditions using synchrotron X-ray powder diffraction. Under non pore-penetrating silicone oil PTM, we observed that the b-axis length increases up to ca. 3.6 GPa, marking an anisotropic compression region with negative linear compressibility of βb= -0.0012 GPa-1, which then decreases at 7.7 GPa. Under pore-penetrating water PTM, the anisotropic compression behavior is enhanced with doubled negative linear compressibility of βb= -0.0025 GPa-1 up to 3.2 GPa, where transformation into stevensite is observed upon ex-situ temperature treatment at 280 ℃ as confirmed via XRD and SEM. Derived bulk moduli (K0) and linear compressibilities (β) were compared to other structurally and chemically related minerals.

Evaluation of Seismic Performance of Pile-supported Wharves Installed in Saturated Sand through Response Spectrum Analysis and Dynamic Centrifuge Model Test (동적원심모형실험 및 응답스펙트럼해석을 통한 포화지반에 관입된 잔교식 안벽의 내진성능 평가)

  • Yun, Jung-Won;Han, Jin-Tae;Lee, Seokhyung
    • Journal of the Korean Geotechnical Society
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    • v.37 no.12
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    • pp.73-87
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    • 2021
  • Pile-supported wharf is a structure that can transmit and receive cargo, and it is mainly installed on saturated inclined ground. In the seismic design of these structures, the codes suggest using the response spectrum analysis method as a preliminary design method. However, guideline on modeling method for pile-supported wharf installed in saturated soil is lacking. Therefore, in this study, the dynamic centrifuge model test and response spectrum analysis were performed to evaluate the seismic performance of pile-supported wharf installed into the saturated soil. For the test, some sections (3×3 pile group) among the pile-supported wharf were selected, and they were classified into two model (dry and saturated sand model). Then the response spectrum analysis was performed by using the soil spring method to the test model. As a result of test and analysis, the m om ent difference occurred within a m axim um of 51% in the dry sand m odel and the saturated sand model where liquefaction does not occur, and it was found that the pile moment by depth was properly simulated. Therefore, in the case of these models, it is appropriate to perform the modeling using the Terzaghi (1955) constant of horizontal subgrade reaction (nh)

Effect of Theratainment Low Extremity Complex Exercise using Unstable Surface on Knee and Plantar Pressure in Patient with Genu Varum (불안정 지지면을 적용한 테라테이먼트 하지복합운동이 안굽이 무릎 하지 변형자의 무릎과 족저압에 미치는 영향)

  • Kim, Gi-Do;Heo, Myoung
    • Journal of Korea Entertainment Industry Association
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    • v.14 no.8
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    • pp.337-344
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    • 2020
  • The purpose of this study was to investigate the effect of theratainment low extremity complex exercise using unstable surface on knee and static plantar pressure in patient with genu varum. 25 adult subjects were recruited and randomized into stable surface exercise group(SEG) and unstable surface exercise group(UEG). Subjects carried out complex exercise(elastic band exercise & squat exercise) for 40 minutes, 4 times per week for 5 weeks. The knee joint distance and Q-angle of all subjects measured, the foot pressure measured distribution on the front and rear of both foots during pre and post. The most outcome at post was significantly improved than the pre outcome in the both group(p<.05). The result of this study show that the low extremity complex exercise using unstable surface may be appropriate for improving structure of knee joint and static plantar pressure in patient with genu varum. This will enable the application of low extremity complex exercise using unstable surface in rehabilitation therapy of genu varum and it will help guide the selection of the therapist as one therapeutic basis.

Flexural Reinforcement of Timber Beams Using Carbon Fiber Plates (탄소섬유판을 사용한 목재 보의 휨보강)

  • Choi, Jin-Chul;Kim, Seung-Hun;Lee, Yong-Taeg
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.6
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    • pp.238-246
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    • 2022
  • This paper summarizes the development and evaluation of the reinforcement details of CFRP plates to improve the bending performance of wooden beams. In this study, the reinforcing technology using high-strength bolts for the end of beam were developed as reinforcement details for reinforcing wooden beams with CFRP plates by EBM method. In order to evaluate the bending performance, a bending test was conducted for the specimens with details of reinforcement such as the EBM method and the NSM method. From the experimental results, the EBM specimens without end restraints had both the CFRP plate attachment failure and the splitting failure of the wood. In the load-displacement curve, the non-reinforced specimens exhibited linear elastic behavior and then brittle fracture after the maximum load. The maximum load of the specimens reinforced by the EBM method increased by 31.5~63.0% compared to the non-reinforced specimens, and the maximum load according to the end restraints of the high-strength bolts increased by 24.0%. Based on the reinforcement amount of the same CFRP plate, EBM reinforcement was 2.67 times larger in maximum load increase rate than NSM reinforcement.

A study on the cold forging die geometry optimal design for forging load reduction (성형하중 감소를 위한 냉간단조금형 최적설계에 관한 연구)

  • Hwang, Joon;Lee, Seung-Hyun
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.32 no.6
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    • pp.251-261
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    • 2022
  • This paper describes the finite element analysis and die design change of spring retainer forging process to reduce the cold forging load and plastic forming stress concentration. Plastic deformation analysis was carried out in order to understand the forming process of workpieces and elastic stress analysis of the die set was performed in order to get basic data for the die fatigue life estimation. Cold forging die design was set up to each process with different four types analysis progressing, the upper and lower dies shapes with combination of fillets and chamfers shapes of cold forging dies. This study suggested optimal cold forging die geometry to reduce cold forging load. The design parameters of fillets and chamfers are selected geometry were selected to apply optimization with the DoE (design of experiment) and Taguchi method. DoE and Taguchi method was performed to optimize the workpiece preform shape for spring retainer forging process, it was possible to expect an increase in cold forging die life due to the 20 percentage forging load reduction.

Skin Moisturizing Activity of Unripe Apple(Immature Fruit of Malus pumila) in Mice (풋사과 추출물의 피부 보습 효과)

  • Park, Hye Rim;Kim, Jae Kwang;Lee, Jae Kyoung;Choi, Beom Rak;Kim, Jong Dae;Ku, Sae Kwang;Jegal, Kyung Hwan
    • The Journal of Korean Medicine Ophthalmology and Otolaryngology and Dermatology
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    • v.35 no.4
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    • pp.63-74
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    • 2022
  • Objectives : Skin aging is generally characterized by wrinkles, sagging, loss of elasticity roughness, pigmentation and dryness. This changes is caused by reducing the elements constituting the extracellular matrix contributing to the physiological properties of the skin, such as collagen fiber, elastic fiber, and hyaluronic acid. Adequate skin hydration is important to maintain normal skin function and reduce skin aging. The present study is objective to observe skin moisturizing effects of Unripe apple(UA, Immature fruit of Malus pumila Mill) in vivo and its underlying molecular mechanisms. Methods : ICR mice were orally administerd UA(100, 200 and 400mg/kg/day) for 8 weeks, and skin water contents and the expression of transforming growth factor (TGF)-𝛽1, ceramide, hyaluronan and collagen type I(COL1) were measured in dorsal back skin of the mice. Gene expression of hyaluronan synthase(HAS1, HAS2, HAS3), collagen synthase(COL1A1, COL1A2) and TGF-𝛽1 were also determined by realtime RT-PCR. Results : Skin water contents and the expression of TGF-𝛽1, ceramide, COL1 and hyaluronan were significantly increased in UA group(100, 200 and 400mg/kg/day) compared to vehicle control. The mRNA expression of HAS isoform(HAS1, HAS2, HAS3), COL1A1, COL1A2, and TGF-𝛽1 were also significantly increased by UA. Conclusions : UA has skin moisturizing effects and enhancement activities in skin function related components(COL1, hyaluronan, ceramide and TGF-𝛽1). These results suggested that UA can be a developing candidate for developing alternative skin protective agent or functional food ingredient.

Compressional and Shear Wave Properties of Cement Grout Including Carbon Fiber (탄소섬유를 포함한 시멘트 그라우트의 압축파 및 전단파 특성)

  • Choi, Hyojun;Cho, Wanjei;Yune, Chanyoung
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.12
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    • pp.15-24
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    • 2021
  • In Korea, which is mostly mountainous, the proportion of tunnel and underground space development are increasing. Although the ground is reinforced by applying the ground improvement method during underground space development, accidents still occur frequently in Korea. In the grouting method, a representative ground reinforcement method, the effect was judged by comparing the total amount of injection material with the amount of injection material used during the actual grouting construction. However, it is difficult to determine whether the ground reinforcement is properly performed during construction or within the target ground. In order to solve this problem, it is necessary to study a new method for quality control during or after construction by measuring electrical resistivity after performing grouting by mixing carbon fiber, which is a conductive material, and microcement, which is a grout material. In this study, as a basic study, a cement specimen mix ed with 0%, 3%, 5%, 7% of carbon fiber was prepared to evaluate the performance of the grout material mixed with carbon fiber, which is a conductive material. The prepared specimens were wet curing for 3 days, 7 days, and 28 days under 99% humidity, and then compression wave velocity and shear wave velocity were measured. As a result of the compression wave velocity and shear wave velocity measurement, it showed a tendency to increase with the increase in the compounding ratio of carbon fibers and the number of days of age, and it was confirmed that the elastic modulus and shear modulus, which are the stiffness of the material, also increased.

The Study on the Effect of the 30's Females Forehead muscular-cutaneous (by SUKI® intervention) (30대 여성의 이마근피에 미치는 영향 연구(SUKI®중재에 의한))

  • Jeon, Jong-Mo;Hong, Seong-Gyun
    • Journal of Convergence for Information Technology
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    • v.12 no.5
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    • pp.194-201
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    • 2022
  • This study purpose was to know the effects 30 aged females forehead ms by SUKI intervention(4weeks). Total tested group were 18 persons, It used for SUKI intervention of SUKI process C1, SUKI process C2, SUKI process C3, SUKI process C4 were adopted three times a week in 4 weeks. The research conclusion like this. EG was a significant difference in forehead ms. Therefore, to maintaining elasticity on forehead ms. showed as some research of SUKI intervention effects for the forehead ms(p<.05). In this study, even though limited, it was judged that wrinkles due to a decrease in elasticity of the forehead ms located on the upper surface of a woman's face in her 30s could have a profound effect on women's external appearance, so SUKI intervention was applied. In addition, the role of the elastic on the forehead ms was to suggest an alternative semester method that can effectively control the management of external appearance by managing which it suitable for the life cycle of women in their 30s. In conclusion, we hope that in the future, various experiments will be used as new research data on how to prevent females facial skin beauty and wrinkles and help improve elasticity of facial ms around the face.