• Title/Summary/Keyword: 물리적 및 역학적 성질

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Study on the Physical, Mechanical and Aerodynamic Properties of Peanut Pods (땅콩 자실의 물리적, 기계적 및 공기역학적 성질에 관한 연구)

  • 김명호;박승제;노상하
    • Journal of Biosystems Engineering
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    • v.20 no.2
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    • pp.141-150
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    • 1995
  • 땅콩을 대상으로 하는 각종 농산가공기계의 개발 및 최적 작동에 필요한 땅콩 자실의 물리적, 기계적 및 공기 역학적 성질에 대한 연구가 수행되었다. 영호, 올, P.I. 314817의 3 가지 품종에 대해 땅콩 자실의 형상, 각부 칫수, 진밀도, 산물밀도 및 종실율이 측정되었으며, 땅콩자실에 대해 압축실험을 실시함으로써 자실이 파괴될 때의 힘, 변형량, 그리고 단위 체적당 최대 흡수 에너지인 터프니스 계수를 측정하여 기계적 성질로서 제시하였다. 공기 역학적 성질로서는 땅콩 자실과 종실의 종말속도 및 항력계수가 측정되었다. 1. 땅콩 자실의 기하학적 형상은 수원체로 모형화할 수 있었다. 2. 진밀도는 땅콩 자실의 경우는 515-620 $kg/m^3$, 종실의 경우는 960-1,090 $kg/m^3$, 의 값을 보였다. 3. 대합면이 수평인 자세에서의 파괴력은 영호가 61.9 N, P.I. 314817은 71.5 N, 올 땅콩은 84.8 N였으며, 터프니스 계수는 각각 30, 43, 72 kN-$m/m^3$, 의 값을 보였다. 모든 품종과 함수율에서 파괴력과 터프니스 계수는 대합면이 수직인 자세에서보다 수평자세에서 더 큰 값들을 보였다. 4. 땅콩 자실과 종실의 평균 종말속도는 각각 8.7-9.9 m/s, 10.0-11.6 m/s 범위였다. 종말속도는 진밀도와 직선적인 관계가 있었으며 품종과 형상에 따른 뚜렷한 종말속도의 차이는 보이지 않았다.

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Relations between Physical and Mechanical Properties of Core Samples from the Bukpyeong and Pohang Basins (북평분지와 포항분지 시추코어의 물리적 성질과 역학적 성질간의 관계)

  • Kim, Hyunjin;Song, Insun;Chang, Chandong;Lee, Hikweon;Kim, Taehee
    • The Journal of Engineering Geology
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    • v.23 no.4
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    • pp.329-340
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    • 2013
  • A geologic survey of the Bukpyeong and Pohang basins, as candidate basins for the geological storage of $CO_2$, was performed to evaluate storage capacity and security. To analyze the mechanical stability of the storage reservoir and cap rocks, we measured the porosity, seismic velocity, uniaxial strength, internal frictional angle, and Young's modulus of core samples recovered from the two basins. It is costly and sometimes impossible to conduct tests over the entire range of drill holes, and continuous logging data do not yield the mechanical parameters directly. In this study, to derive the mechanical properties of geologic formations from the geophysical logging data, we determined the empirical relations between the physical properties (seismic velocity, porosity, and dynamic modulus) and the mechanical properties (uniaxial strength, internal friction angle) of the core samples. From the comparison with our core test data, the best fits to the two basins were selected from the relations suggested in previous studies. The relations between uniaxial strength, Young's modulus, and porosity of samples from the Bukpyeong and Pohang basins are more consistent with certain rock types than with the locality of the basins. The relations between the physical and mechanical properties were used to estimate the mechanical rock properties of geologic formations from seismic logging data. We expect that the mechanical properties could also be used as input data for a modeling study to understand the mechanical instability of rock formations prior to $CO_2$ injection.

Physical and mechanical properties of volcanic glass in the Samho area, South Korea (삼호지역에 분포하는 유리질화산암에 대한 물리적$\cdot$역학적 특성)

  • Kang Seong-Seung;Lee Heon-Jong;Kang Choo-Won;Kim Cheong-Bin
    • Tunnel and Underground Space
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    • v.15 no.3 s.56
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    • pp.223-227
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    • 2005
  • The physical and mechanical properties of volcanic glass, which is distributed in the Samho area, South Korea were studied. Laboratory rock tests were carried out in order to obtain the various properties of rocks. Specific gravity, water content, absorption, porosity and wave velocity were measured for the physical properties. Uniaxial and triaxial compressive tests, Brazilian test and point load test were also performed for the mechanical properties. The tests of volcanic glass revealed that the apparent specific gravity, water content and absorption were 2.28, $1.67\%$ and $1.72\%$, respectively. Porosity $(3.87\%)$ was lower, whereas P-wave velocity (5330m/s) and S-wave velocity (2980 m/s) were relatively higher. Brazilian tensile strength ot 7.2MPa, and point load strength of 2.6MPa were among the mechanical properties of the rock. Uniaxial compressive strength (62.4MPa) estimated ken point load strength was very closed to the value (66.0MPa) from the uniaxial compressive test. Young's modulus and Poisson's ratio were E=43.2 GPa and v=0.28, respectively. Drawing the tangent line to Mohr-Coulomb failure criterion showed the cohesion of 20.1MPa and internal fraction angle of $28.6^{\circ}$.

Preparation and Characterization of Shape Memory Polyurethane Nanofibers Using Electrospinning (전기방사를 이용한 형상기억 폴리우레탄 나노섬유의 제조 및 고찰)

  • 정용채;김정원;전병철;정용찬;윤영상;조재환
    • Proceedings of the Korean Fiber Society Conference
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    • 2003.10b
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    • pp.255-256
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    • 2003
  • 열가소성 폴리우레탄 공중합체는 가역적 변형을 갖는 soft segment와 물리적 가교역할을 하는 hard segment로 이루어져 있으며, 이들 두 segment domain의 상분리에 의하여 우수한 탄성효과를 발휘할 수 있으며 또한 적당한 구조제어에 의하여 형상기억효과를 나타내게 할 수 있다. 본 연구자들은 최근 형상기억 폴리우레탄 제조에 있어 soft segment의 배열을 달리함으로써 보다 우수한 역학적 성질을 갖는 시료를 얻을 수 있음을 보고하였다. (중략)

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Physical and Mechanical Properties of Major Plantation and Promising Tree Species Grown in Indonesia (I) (인도네시아산 주요 조림 및 유망 수종의 물리적 및 역학적 특성(I))

  • Kim, Jong-Ho;Jang, Jae-Hyuk;Ryu, Jae-Yun;Febrianto, Fauzi;Hwang, Won-Joung;Kim, Nam-Hun
    • Journal of the Korean Wood Science and Technology
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    • v.42 no.4
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    • pp.467-476
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    • 2014
  • The physical and mechanical characteristics of 10 Indonesian wood species were investigated. Mangium, Gandaria and Rambutan showed higher density. Mangium, Gandaria and Mangga appeared lower in shrinkage, and the ratio of tangential/radial was low in Albizia, Kupa and Mangga. The compression strength parallel to the grain and hardness were high in Mangium and Nangka. Gmelina, Mangium, Gandaria, Kupa, Nangka and Rambutan had valuable properties for commercial wood materials. Consequently, it is considered that the results of this study could be useful basic data for the improved use of planted and promising species in Indonesia.

Shearing Behaviors of the Soft Marine Clay in Undrained and Drained Conditions (연약해성점토의 비배수 및 배수 전단 거동)

  • 이영휘;김용준;정강복
    • Journal of the Korean Geotechnical Society
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    • v.17 no.5
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    • pp.29-36
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    • 2001
  • 한반도 남해안의 광양만에서 채취한 연약 해성점토의 물리적 및 역학적 특성을 조사하기 위한 일련의 실내시험을 수행하였다. 물리적 성질 및 압밀시험 결과의 분석에 따르면, 시험에 사용된 시료는 정규압밀점토로 나타났다. 압밀비배수 삼축시험 결과로부터 새로운 간극수압계수(C)를 제안하였고, 이 계수는 유효응력경로를 예측하기 위한 방정식에 적용되었다. 또한, 비배수조건에서 전단변형률은 오로지 응력비만의 함수라는 사실이 실험결과로부터 밝혀졌다. 따라서 비배수 조건에서의 전단변형률 계산식이 제안되었으며, 이들 관계식을 이용하여 비배수(CIU) 및 배수조건(CID)에서의 점토의 거동을 예측하기 위한 새로운 구성방정식이 제안되었다. 이 구성방정식은 Roscoe와 Poorooshasb이 제안한 증분응력-변형률 이론을 기초로 하였으며, 제안된 구성방정식을 적용하여 예측한 배수전단특성을 실측된 결과에 매우 근접하는 경향을 나타내었다.

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Comparison of hand, thermal and optical properties of woven fabrics made of triangular and circular shaped filaments (삼각사와 원형사로 제직된 직물의 태, 열적성질 및 광학적 성질의 비교)

  • 심현주;홍경아
    • Science of Emotion and Sensibility
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    • v.5 no.3
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    • pp.47-52
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    • 2002
  • The handle of fabrics including tactility and sense of visuality are closely related to the factors governing the preferences of end-users. This study shows the change of mechanical properties, thermal properties and optical properties by comparing two fabrics which are woven with circular shaped filaments and with triangular ones. The fabric mechanical characteristics required for primary hand values were evaluated with the KES-FB system. The mechanical properties measured by KES-FB system shows that fabrics made of circular filaments are greater than those made of triangular ones. The thermal properties measured by KES-F7(Thermo Labo II) system shows that the values of the initial maximum value(qmax) and the thermal conductivity(λ) are higher in the fabric made of triangular shaped ones. When the light rays tall on a surface, the fabric made of triangular filaments shows more lustrous than circular ones.

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Physical and Mechanical Properties on Ipseok-dae Columnar Joints of Mt. Mudeung National Park (무등산국립공원 입석대 주상절리대에 대한 물리역학적 특성)

  • Ko, Chin-Surk;Kim, Maruchan;Noh, Jeongdu;Kang, Seong-Seung
    • The Journal of Engineering Geology
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    • v.26 no.3
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    • pp.383-392
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    • 2016
  • This study is to evaluate the physical and mechanical properties on the Ipseok-dae columnar joints of Mt. Mudeung National Park. For these purposes, physical and mechanical properties as well as discontinuity property on the Mudeungsan tuff, measurement of vibration and local meteorology around columnar joints, and ground deformation by self-weight of columnar joints were examined. For the physical and mechanical properties, average values were respectively 0.65% for porosity, 2.69 for specific gravity, 2.68 g/cm3 for density, and 2411 m/s for primary velocity, 323 MPa for uniaxial compressive strength, 81 GPa Young's modulus, and 0.25 for Poisson's ratio. For the joint shear test, average values were respectively 3.15 GPa/m for normal stiffness, 0.38 GPa/m for shear stiffness, 0.50 MPa for cohesion, and 35° for internal friction angle. The JRC standard and JRC chart was in the range of 4~6, and 1~1.5, respectively. The rebound value Q of silver schmidt hammer was 57 (≒ 90 MPa). It corresponds 20% of the uniaxial compressive strength of intact rock. The maximum vibration value around the Ipseok=dae columnar joints was in the range of 0.57 PPV (mm/s)~2.35 PPV (mm/s). The local meteorology of surface temperature, air temperature, humidity, and wind on and around columnar joints appeared to have been greatly influenced the weather on the day of measurement. For the numerical analysis of ground deformation due to its self-weight of the Ipseok-dae columnar joints, the maximum displacement of the right ground shows when the ground distance is approximately 2 m, while drastically decreased by 2~4 m, thereafter was insignificant. The maximum displacement of the middle ground shows when the ground distance is approximately 0~2 m, while drastically decreased by 3~10 m, thereafter was insignificant. The maximum displacement of the left ground shows when the ground distance is approximately 5~6 m, while drastically decreased by 6~10 m, thereafter was insignificant.

Effect of Resin Impregnation Ratio on the Properties of Ceramics Made from Miscanthus sinensis var. purpurascens Particle Boards (수지함침율이 거대억새 파티클보드로 제조된 세라믹의 성질에 미치는 영향)

  • HWANG, Jung-Woo;PARK, Hee-Jun;OH, Seung-Won
    • Journal of the Korean Wood Science and Technology
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    • v.49 no.4
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    • pp.360-370
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    • 2021
  • For the purpose of finding new uses for Miscanthus sinensis var. purpurascens, this study first constructed boards with the particles of the plant and impregnated them with phenolic resin at resin impregnation rates of 30 ± 2%, 40 ± 2%, 50 ± 2%, and 60 ± 2%. The impregnated boards were then carbonized at the carbonization temperature of 800℃, after which their density and mechanical properties were examined according to the different resin impregnation rates. The results showed that density, flexural strength performance, Brinell hardness, and compressive strength increased as the resin impregnation rate increased, thus affecting the physical and mechanical properties of the ceramics made of M. sinensis var. purpurascens particles.

Physical Properties of Foamed Concrete up In the Manufacturing Waste Expanded Poly-Styrene (폐스티로폼의 가공 형태에 따른 기포콘크리트의 물리적 특성 변화)

  • 오세출;서치호;신상태;지석원;김봉주
    • Journal of the Korea Concrete Institute
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    • v.14 no.2
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    • pp.207-215
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    • 2002
  • This study is focusing on mixing the foamed concrete incorporated by waste expanded polystyrene(W-EPS), investigating the physical properties and offering a proper quality control method to the field engineers. Two types of W-EPS (type A and type B) were studied. Type A (B) had globular (crushed) shape and diameter of 3-5 (1-2) mm. The results show that the flow was suddenly reduced with increasing mixing quantity of two types, but it satisfies KS F 4039 until 60 % of mixing rate. In general, the absorption rate was suddenly reduced with increased mixing quantity of two types especially, in type A. Apparent specific gravity was 0.36∼0.53 and reduced with increasing mixing quantify of type A. But it increased in case of type B. Compressive strength and heat conduction rate increased with mixing with W-EPS than non-mixing W-EPS but reduced with mixing too much W-EPS. Based ong the results, it is believed that mixing with W-EPS can improve the recycle of industrial wastes and produce the high quality foamed concrete.